HomeMy Public PortalAboutAPP 007~04TOWN OF GULF STREAM
PALM BEACH COUNTY, FLORIDA
COMMISSIONERS
WILLIAM F. KOCH, JR. Mayor
JOAN K. ORTHWEIN, Vice Mayor
FRED B. DEVITT III
CHRIS D. WHEELER
MURIEL J. ANDERSON
April 30, 2007
Nicholas Coon & Paul Condon
4110 County Road
Gulf Stream, FL 33483
Dear Mr. Coon and Mr. Condon:
Telephone
(561) 276 -5116
Fax
(561) 737 -0188
Town Manager
WILLIAM H. THRASHER
Town Clerk
RITA L. TAYLOR
This is to confirm that at the Regular Meeting held by the Town Commission on April 13, 2007,
your Level 3 Architectural /Site Plan Review application to pen-nit the demolition of the existing
structure and the construction of a Bermuda style, partial two -story single family dwelling with
basement and swimming pool, consisting of 4,280 square feet, two Special Exceptions to permit
reduced minimum setback requirements due to the property being less than 13,000 sq. ft. in size
as provided in Section 0- 75(e)(1) of the Code of Ordinances and to permit unenclosed covered
porch areas that exceed the maximum permitted FAR by 115 sq. ft. at the above address was
considered.
Your requests were approved with the following conditions:
1) Prior to the issuance of a certificate of occupancy, the owner of the property shall prepare and
record a deed restriction, which shall provide that all trellis areas remain uncovered as per the
approved Site Plan for as long as the stricture is in existence.
2) Prior to issuance of a building permit, spot elevations along the sides of the property will be
provided every 20' from front to rear and a sealed survey indicating such shall be provided to
Town Hall.
3) Prior to issuance of a certificate of occupancy, an as -built survey shall be provided to Town
Hall that includes the same side yard spot elevations.
4) Prior to issuance of a certificate of occupancy, the owner of the property shall prepare and
record deed restrictions which shall provide that all uninhabitable areas and basement areas as
per approval of the Site Plan shall remain uninhabitable as long as the structure is in existence.
5) Prior to issuance of a certificate of occupancy, applicant shall submit a revised landscape plan
for approval by the town manager.
100 SEA ROAD, GULF STREAM, FLORIDA 33483
If a building permit, including the aforementioned improvements, is not applied for by April 13,
2008, these approvals will expire.
Sincerely,
- i
Y e Manboard, CMC
Deputy Town Clerk
cc: Shane Ames, Architect
TOWN OF GULF STREAM
ARCHITECTURAL REVIEW AND PLANNING REPORT
Application #: 007 -04
Owner: Nicholas Coon & Paul Condon
Address: 4110 County Road
Agent: Shane Ames, Ames Design
Proposed Improvement:
Demolition of existing structure and construction of a
Bermuda style single family dwelling with basement
and swimming pool, consisting of 4,280 SF livable
spaces.
Approvals Requested:
Special Exception:
To permit reduced minimum setback requirements due
to the property being less than 13,000 SF in size as
provided in Section 70 -75 (e) (1) of the Code of
Ordinances as follows: a. Side setback for principal
structure, 10' minimum each side. (b) Rear setback for
principal structure, 15' minimum. (c) Rear setback for
accessory structure, 10' minimum.
Special Exception:
To permit unenclosed covered porch areas that exceeds
the maximum permitted FAR by 115 SF.
Level III Architectural/Site Plan: To permit the demolition of the existing structure and
the construction of a Bermuda style, partial two story
single family dwelling with basement and swimming
pool, consisting of 4,280 SF.
Gross Lot size: 13,970 SF
Proposed Total Floor Area: 4,395 SF
Livable Area, 3,277 SF Basements
Zoning District: RS -N /S
Issues Considered During Review:
Section 66 -1 Definitions
Effective Lot Area: 12,970 SF
Allowable: 4,280 Livable SF, Basement SF N/ A
Height: 30.0' (roof height <_30' Preferred)
Basement shall mean that portion of a building, the ceiling of znhich is entirely belozn grade or less
than four feet, six inches above grade. A basement is not considered a story with regards to the
height measurement of a building. A basement is designed for, adapted to, and used solely for the
purpose of auto storage, heating and other utility purposes for the main building with no
entrances to such basement on the street side and the exterior appearance of such basement
conforming to the general architecture of the building.
Section 70 -70 Floor area calculations
Section 70 -31 North /South District
Section 70 -71 Floor area ratios
Section 70 -72 Special exception floor area ration (FAR)
(b) Roof projections. Up to 300 square feet of roof projections (covered, unenclosed floor areas)
may exceed the maximum permissible FAR subject to conditions.
Application appears to meet the standards for review.
Section 70 -74 Setbacks
Section 70 -77 First floor elevation
Architectural Review and Planning Board
ARPB File #007 -04
ARPB March 22, 2007; TC April 13, 2007
Section 70 -75 Special Exception setbacks
(e) Structures on properties less than 13,000 square feet.
Application appears to meet the standards for review.
Section 70 -100 Roof and eave heights
Page 2
Motion to recommend approval of Special Exception to permit reduced minimum setback
requirements due to the property being less than 13,000 SF in size as provided in Section 70 -75
(e) (1) of the Code of Ordinances as follows: a. Side setback for principal structure, 10'
minimum each side. (b) Rear setback for principal structure, 15' minimum. (c) Rear setback for
accessory structure, 10' minimum.
Motion to recommend approval of Special Exception to permit unenclosed covered porch areas
that exceed the maximum permitted FAR by 115 SF with the following condition:
1. Prior to the issuance of a certificate of occupancy, the owner of the property shall
prepare and record a deed restriction which shall provide that all roof projection areas
required to remain unenclosed as per approval of the special exception shall remain so
for as long as the structure is in existence or exceed the maximum permissible FAR.
Motion to recommend approval Level III Architectural/ Site Plan based on a finding that the
proposed demolition of the existing structure and the construction of a Bermuda style, partial
two story single family dwelling with basement and swimming pool, consisting of 4,280 SF
meets the minimum intent of the Design Manual and applicable review standards with the
following condition:
1. Prior to the issuance of a certificate of occupancy, the owner of the property shall
prepare and record a deed restriction which shall provide that all trellis areas remain
uncovered as per approval of the Site Plan for as long as the structure is in existence.
2. Prior to permit spot elevation along the sides of the property will be provided every
20' from front to rear and a sealed survey indicating such shall be provided to Town
Hall.
3. Prior to issuance of a certificate of occupancy, an as -built survey will be provided to
Town Hall that includes the same side yard spot elevations.
4. Prior to an issuance of a certificate of occupancy, the owner of the property shall
prepare and record deed restrictions which shall provide that all uninhabitable areas
and basement areas as per approval of the Site Plan shall remain uninhabitable as
long as the structure is in existence.
5. Prior to issuance of a certificate of occupancy, applicant shall submit a revised
landscape plan for approval by the town manager.
ARPB Date: March 22, 2007
Action:
Special Exception (1): Recommend approval (5 -0)
Special Exception (2): Recommend approval with 1 condition (5 -0)
Level III Architectural/ Site Plan: Recommend approval with 5 conditions (5 -0)
TC Date: April 13, 2007
Action:
Special Exception (1): Approved (5 -0)
Special Exception (2): Approved with 1 condition (5 -0)
Level III Architectural/ Site Plan: Approved with 5 conditions (5 -0)
Town of Gulf Stream
TOWN OF GULF STREAM
APPLICATION FOR DEVELOPMENT APPROVAL
This form is to be used for all development review applications to be heard by the Town of Gulf Stream
Architectural Review and Planning Board, Board of Adjustment, and /or Town Commission. To complete the
form properly, please review the accompanying Town of Gulf Stream Instruction Manual for Application for
Development Review Form. Failure to complete this form properly will delay its consideration.
ARPB File # 0
To be completed by all applicants.
A. Project Information
I.A.1. Project/Owner Na
I.A.2. Project Address:
PART II. GENERAL INFORMATION
40 /',
/ ems,
LA.3. Project Property Legal Description: _ _ , p,y , 3 (4 '10'..' ,1 S �P S
-So Q '� 4 3 t.4c f P/ F_ ._ 1
I.A.4. Project Description (describe in detail, including # of stories, etc. /
I.A.5. Square Footage of New Structure or Addition: y?j o
Architectural Style:
1.A.6. Check all that apply: WArchitectural/ ite Plan Review Viand Clearing ❑ North Ocean Boulevard
Overlay (complete seclio�y' 8) R' Demolition of Structures ❑ Non - residential uses ❑ Variance
(complete section G) OR Special Exception (complete section ,E)
1.A.7. (a) Proposed F.F.E.: Z
Type of Foundation:
B. Owner Information /
I.B.1. Owner Address:_ �%�,'G q0 /A s o0
I.B.2. Owner Phone Number: �6, - sy Z - 72 Z Fax:
I.B.3. Owner Signature: -
C. Agent Information
I.C.1. Agent Name and Firm Name: S�`j�w e-
I.C.2. Agent Address: Z p 3 /� >
I.C.3. Agent Phone Number: (o)
1.C.4. Agent Signature:
Pre -App Date:
App Date: / 6--d
Com Date:
Decision:
,,Official Use Only
ARPB Date: .j -1 .) _U %
Recommendation:
TC Date:
,)-- A l l5 -3 1-o
Application for Development Approval Form ADA.2000
revised 6/13/00
%C 4w'e
Fax 5S�/,27y_ o y ycl
Page 2
Town of Gulf Stream
PART III. PROJECT DESCRIPTION AND JUSTIFICATION
To be completed by all applicants after pre - application conference with Town Staff. Please be concise but
question number for each response.
brief. Attach additional sheets only when necessary and be sure to include Ure appropriate and complete
A. Project Description and Justification
IILA.1. In what zoning district is the project site located? _
III.A.2. Is the project compatible with the intent of [tie zoning district? L1 Yes ❑ No
Explain.
III.A.3. Is the project consistent 5WT file Future Land Use Map and goals, objectives and policies
Comprehensive Plan? Yes ❑ No of file
Explain.
III.A.4. How are ingress and egress to the property to be provided?
Co V .1.
III.A.5.
a.
b.
d.
e.
f.
9•
h.
How are the following utilities to be provided to the propel
Stormwater Drainage
Sanitary Sewer
Potable Water 1� S
Irrigation Water
Electricity
Telephone_ 'B
SOy
Gas
Cable Television Ade tPk—la
III.A.6. If the project involves the erection of one or more structures, please describe how the structures are
consistent with the criteria in Section 66 -144 of the Town of Gulf Stream Code. (Attach additional
sheet if necessary.)
.1-e
PART IV. ADDITIONAL INFORMATION
Section A is to be completed by all applicants after pre - application conference with Town staff. Answering
"Yes "to any question in Section A requires the completion of additional Sections as indicated.
A. Additional Approvals /Requirements
IV.A.1. Does the project inv ve land area within fifty feet (50') of the A1A (North Ocean Boulevard) right -of-
way? ❑ Yes WINO (If "Yes ", section B of this part must be completed.)
IV.A.2. Does the project involve file demolition of one or more structures? R Y' es ❑ No
(If "Yes ", section C of this part must be completed.)
IV.A.3. Does the project involve the clearing or filling of any portion of �ayexisting vacant lot or more than
fifty percent (50 %) of (lie landscaped area of a developed lot? 9d Yes ❑ No
(If "Yes ", section D of this part must be completed.)
IV.A.5. Do s the project require approval of a Special Exception?
Yes ❑ No (If "Yes ", section E of this part must be completed.)
IV.A.6. Is the proje at variance with any regulations contained in the Zoning Code?
❑ Yes 0VNo (If "Yes ", section G of (his part must be completed.)
'Application for Development Approval Form ADA.32000
Page 3
Town of Gulf St
B. Projects Requiring North Ocean Boulevard Overlay Permit
IV.13.1. What significant landscape features or architectural features are to be disturbed or added and to what
extent?
IV.B.2. Describe the need and justification for the disturbance /addition:
IV.B.3. Will the disturbance /addilion destroy or seriously impair visual relationships among buildings,
landscape features and open space, or introduce incompatible landscape features or plant material
that destroys or impairs significant views or vistas within the North Ocean Boulevard Overlay District?
Yes No
Explain:
IV.B.4. How is the design consistent with the AM Landscape Enhancement Project?
IV.B.5. What mitigation is proposed so that the disturbance /addition has the least impact possible to the visual
and aesthetic quality of the North Ocean Boulevard Overlay District:
C. Projects Requiring a Demolition Permit
IV.C.1. When are the existing structures to be demolished? S .P
IV.C.2. When are the proposed structures to be constructed?
IV.C.3. What is the landmark status of the structures to be demolished?
D. Projects Requiring a Land Clearing Permit
IV.D.1. Describe those vegetative materials of 8 inches in diameter and greater to be North Ocean Boulevard
Overlay District:
IV.D.2. Describe the need and justification for the removal /relocation:
IV.D.3. How is the removal from the project site of vegetation to be mitigated:
IV.D.4. How are the remaining and relocated vegetative materials to be protected and preserved during the
land clearing and constriction activilies.and thereafter?
IV.D.5. What replacement materials are proposed?
Application for Development Approval, Form ADA.32000 Page 4
February 2002
Town of Gulf Stream
E. Projects Requiring Special Exceptions
IV.E.1. Is the proposed use a permitted Special Exception use? es No Code Section:
IV.E.2. How is the use designed, located and proposed to be operated so that the public health, safety,
welfare, and morals will be protected?
- _%C_ (.%
z_-.m
IV-E-3. Will the use cause su tantial injury to the value of other property in the neighborhood where it is tto'6ee'g
located? Yes
Explain:
IV.E.4. How will the use be compatible with adjoining development apd the )� racter of the District whe e it is
to be located? —1—" s, ,AC_ 4f- 1.0— 1 L1 _ . , 7 _
S e-> Jr� j Z16'
IV.E.5. What landscaping and screening are provided?
IV.E.6. Does the use conform with all applicable regulations governing the District wherein it is to be located?
ff No
Explain:
F. Non - Residential Projects of Greater than 2 Units
IV-F.1. If common area facilities are to be provided, describe them and how they are to be maintained:
IV.F.2. If recreation facilities are to be provided, describe them and their potential impacts on surrounding
Properties.
IV.F.3. For each of the following, list the number provided and their dimensions:
Loading Spaces:
Standard Parking Spaces:
Small Car Parking Spaces:
Handicapped Parking Spaces:
Driveways /Aisles:
Application for Development Approval, Form ADA.32000 Page 5
February 2002
Town of Gulf Stream
G. Projects Requiring a Variance (code Section 66 -150 through 157)
IV.G.1. From what specific Zoning Code regulation is a variance requested?
IV.G.2. What does the Zoning Code require for this specific site?
IV.G.3. What is proposed?
IV.G.4. What is the total variance requested?
IV.G.5. The following 8 mandatory variance findings from Section 66 -154, must be addressed: (Attach
additional sheet if necessary.)
(1) What specific conditions and circumstances exist which are peculiar to the land, structure, or building
involved and which are not applicable to other lands, structures, or buildings in the same zoning
district?
(2) Did the special conditions and circumstances result from the actions of the applicant? Yes No
(3) Will granting the variance confer upon the applicant any special privilege that is denied by the Zoning
Code to other lands, buildings, or structures in the same zoning district? Yes No
Explain:
(4) How would a literal interpretation of the provisions of the Zoning Ordinance deprive the applicant of
rights commonly enjoyed by other properties in the same zoning district under the same terms of the
ordinance and work unnecessary and undue hardship on the applicant?
(5) Is the Variance requested the minimum variance that makes possible the reasonable use of the land,
building or structure? Yes No
Explain:
(6) Will granting the variance permit any prohibited use to be established or re- established: Yes No
(7) Is the requested variance consistent with the goals, policies, and objectives of the future Land Use Map
of the adopted Comprehensive Plan? Yes No
(8) Will the variance be in harmony with the general intent and purpose of the Zoning Ordinance and not
be injurious to the area involved or otherwise detrimental to the public welfare? Yes No
Explain: _
Application for Development Approval, Form ADA.32000 Page 6
February 2002
i own of Gulf Stream
n ,
H. Projects Requiring Rezoning
IV.H.1. What is the Future Land Use designation of the project site?
IV.H.2. If the project involves a rezoning
Comprehensive Plan text ez change, , Zning Code text change Future Land Use Map change,
or any combination thereof,
justification for the request, please describe the need and
PART V. OPTIONAL INFORMATION
This entire Part is optional for all applicants. q pplicants are encouraged, but not required, to provide any
additional relevant information regarding the project that was not covered elsewhere on th
the other materials submitted with the application, is form or on any of
Application for Development Approval Form ADA.2000
revised 6/8/00
Page 7
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NO. 25471
OF FLORIDA
JOB 4492
SHT.NO.
11 2
OF 2 SHEETS
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GRAPHIC SCALE
20 0 10 20 40 !0
( IN FEET )
1 inch a 20 fL
CAULFIELD & WHEELER, INC.
CIVIL ENGINEERING - LAND SURVEYING GULFSTREAM
7301A W. PALMETTO PARK ROAD -SUITE IOOA BOUNDARY SURVEY
(> BOCA RATON, FLORIDA 33433
PHONE (561)- 392 -1991 / FAX (561)- 750 -1452
TYPICAL
IF NGF D NOTES
SCALE 1 " =20'
FLD.BK. 434
CHECKED BY JRW
A/C - AIR CONDITIONER
LOW. - LOWEST
FILE NAME 4492SUR
L - ARC LENGTH
M.H. - MANHOLE
2/8/07
DBF
ASPH. - ASPHALT
MEAS- MEASURED
CE
REVISED EXISTING ELEVATIONS
ALUM. - ALUMINUM
MON. - MONUMENT
REVISIONS
I DATE
BLDG, BUILDING
N/T - NAIL k TAB
BLK. - BLOCK
NO. - NUMBER
C k C - CURB AND GUTTER
O.E. - OVERHEAD ELECTRIC
C.D. - CATCH BASIN
0/L - ON LINE
C.M.P. - CORRUGATED METAL PIPE
0/S - BUILDING OFFSET
C.O. - CLEANOUT
O.R.B. - OFFICIAL RECORD BOOK
CALC. - CALCULATED
P.B. - PLAT BOOK
CAN. -CABLE TELEVISION RISER
P.C. - POINT OF CURVATURE
CBS - CONCRETE BLOCK k S"CO
P :EP.-PERMANENT CONTROL POINT
GONG. - CONCRETE
P.L- POINT OF INTERSECTION
COR. - CORNER
P.O.B. - POINT OF BEGINNING
GOV. COVERED
P.O.C.- POINT OF COMMENCEMENT
D.E. - DRAINAGE EASEMENT
P�P� - POD P�
E.O.P. - EDGE OF PAVEMENT
E.O.W. - EDGE OF WATER
P.R.M. - PERMANENT REFRENCE
MONUMENT
APPROVED
E T
ELEC. - ELECTRIC
PROP. - PROPOSED
ELEV. _ELEVATION
TNT
P.T. -POINT OF TANGENCY
ESMT - EASEMENT
R - RADIUS
EXIST. -E)aSTING
F.H. - FIRE HYDRANT
R R - RAILROAD
R/W - RIGHT -OF -WAY
APR 13100
F.P.L- FLOPoDA POWER @ LIGHT
RES. - RESIDENTIAL
RGE. - RANGE
FIN. - FINISHED
F _ FLOOR
S.B.T.- SOUTHERN BELL TELEPHONE
FND. - FOUND
SAN. SECTIIONRY
T OYM OF
G. V. - GATE VALVE
::P. . - PON PIPE
/CAP -IRON R00 k CAP
SO.
T.0 R. - P OF FEET
T.0.8. -TOP OF BANK
■
���
TNT - INTERSECTION
T V - TELEMSIO
i
INV. - INVERT
TNP. - TOWNSHIP
LIGHT POLE
U.E. - UTILITY EASEMENT
CH T
CHATT.- CHATTAHOOCHEE
WM. - WATER METER
1-W.D.D.- LAKE WORTH
DISTRICT
p _ DELTA (CENTRAL ANGLE)
ALUM- ALUMINUM
®- STORM MANHOLE
O SET 5 /e' IR /CAP LB 358:
® - SANITARY MANHOLE
R
E C E I VE D
FEB 15 2007
NOTES: Town of Gulf Stream, FL.
REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED
SURVEYOR'S SEAL.
LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS —OF —WAY, EASEMENTS, OWNERSHIP,
OR OTHER INSTRUMENTS OF RECORD.
ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF
1929.
BEARINGS SHOWN HEREON ARE RELATIVE TO ASSUMED DATUM.
THE "LAND DESCRIPTION" HEREON IS IN ACCORD WITH THE DESCRIPTION PROVIDED BY THE
CLIENT.
UNDERGROUND FOUNDATIONS WERE NOT LOCATED.
FLOOD ZONE: "B "; COMMUNITY PANEL NO. 125109 0001 D; DATE: SEPTEMBER 30, 1982
(PER THE TOWN OF GULFSTREAM).
PROPERTY ADDRESS: 4110 COUNTY ROAD, GULFSTREAM, FLORIDA 33483 -7512.
DESCRIPTION:
THAT CERTAIN PARCEL OF LAND IN SECTION 34, TOWNSHIP 45 SOUTH, RANGE 43 EAST, PALM
BEACH COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT IN THE EAST LINE OF THE WEST HALF OF THE SOUTHWEST QUARTER
OF SAID SECTION 34, AT A DISTANCE OF 805.43 FEET, MEASURED ALONG SAID EAST LINE,
NORTHERLY FROM THE SOUTH LINE OF SAID SECTION 34; THENCE NORTHERLY ALONG THE
EAST LINE OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SAID SECTION 34, 100 FEET;
THENCE WESTERLY, PARALLEL TO THE SOUTH LINE OF SAID SECTION 34, 140 FEET; THENCE
SOUTHERLY, PARALLEL TO THE EAST LINE OF THE WEST HALF OF THE SOUTHWEST QUARTER
OF SAID SECTION 34, 100 FEET; THENCE EASTERLY, PARALLEL TO THE SOUTH LINE OF SAID
SECTION 34, 140 FEET TO THE POINT OF BEGINNING.
SAID LANDS SITUATE IN THE TOWN OF GULFSTREAM, PALM BEACH COUNTY, FLORIDA.
CONTAINING 13,972 SQUARE FEET / 0.3208 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS —OF —WAY OF
RECORD.
CERTIFICATE:
I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED
PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED
UNDER MY DIRECTION ON JULY 15, 2003. 1 FURTHER CERTIFY THAT THIS BOUNDARY SURVEY
MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 611317 -6 ADOPTED BY
THE FLORIDA BOARD OF SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES
472.027.
JEFFREY R. WAGNER, P.L.S.
REG. LAND SURVEYOR #5302
STATE OF FLORIDA
LB #3591
DATE 7/15/03
SCALE 1 " =20'
FLD.BK. 434
CHECKED BY JRW
PAGE 33 -35
FILE NAME 4492SUR
ADDED TOPO
2/8/07
DBF
PERMIT SKETCH
2/5/07
CE
REVISED EXISTING ELEVATIONS
8/9/03
BJF
REVISIONS
I DATE
BY
DATE 7/15/03
SCALE 1 " =20'
FLD.BK. 434
CHECKED BY JRW
PAGE 33 -35
FILE NAME 4492SUR
4492
SHT.NO.
1
OF 1 SHEETS
% �N DD
H_ , \-N (c - J
TOWN OF Gn..J1L,!F S'I'Re.,i,Sbf
NOM,
I. CONSTRUCTION SHALL FOLLOW 'FAC2004' AS ADOPTED BY THE COUNTY AND AS
APPLICABLE TO THE AREA IN WHICH THE BUILDING IS TO BE CONSTRUCTED WITH ALL
APPLICABLE AMDIDMENTS,
T. BUILDER SHOULD COORDINATE ALL THE WORK OF ALL THE TRADES.
S. BUILDER, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL DIMENSIONS,
CONDITIONS AT YA SITE, PLANS, SPECIFICATIONS, ETC. PRIOR TO STARTING ANY
WORK AND WITHIN SEVEN (7) CALENDAR DAYS OF BUILDER'S RECEIPT OF THESE
PLANS SMALL NOTIFY THE MMES DESIGN INTERNATIONAL (IN WRITING ONLY) OF ANY
AND ALL DISCREPANCIES (WHETHER DISCREPANCIES ARE ERRORS OF COMMISSION OR
OMISSION OR NOT)- OTHERWISE THE MMES DESIGN INTERNATIONAL WILL NOT ASSUME
ANY RESPONSIBILITY FOR ANY ERRORS, AND THE BUILDER, SUBCONTRACTOR,
SUPPLIER, ETC. SHALL ASSUME FULL RESPONSIBILITY FOR ANY ERRORS AND CORRECT
ERRORS AT THEIR OWN EXPENSE
4. TO THE BEST OF MY KNOWLEDGE AND ABILITY THESE PLANS AS DRAWN AND NOTED,
COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA MODEL
ENERGY CODE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE
IN fT'S ENTIRELY AMID WILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE
144104 MAY BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES.
S. SITE WOR1G FILL UNDER ALL SLA55 SHALL BE CLEAN SAND AND SMALL BE
COMPACTED TO A MINIMUM OF ^ISII AND A MAXIMUM DENSITY AS PER ASTM 0-557,
CONTRACTOR SHALL VERIFY UNDER COMPACTION, ALLOWABLE SOIL BEARING PRESSURE
25W P.S.F. MIN.
i. WOOD. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR -LARCH NO2 OR BETTER ALL
LUMBER IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED, SHOP DRAWINGS
AND DESIGN CALCULATIONS FOR ROOF TRUSSES BEARING THE SIGNATURE AND SEAL
OF A FLORIDA REGISTERED ENGINEER SHUN. 15E SUBMITTED TO THE ARCHITECT FOR
APPROVAL PRIOR TO FABRICATION.
7. DOORS AND WINDOWS, WINDOWS INDICATED WITH (E) MUST BE MANUFACTURED TO
CONFORM WITH THE BUILDING CODE WITH RESPECT TO MINIMUM EMERGENCY EGRESS
REQUIREMENTS, ALL SLIDING GLASS DOORS SHALL BE TEMPERED. ALL WNNDO S AND
DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY
LABELS COMPLIANCE WITH FLORIDA STATE MODEL CODE SECTION SMA. WINDOW AND
DOUR MANUFACTURERS SWILL ALSO COORDINATE WITH BUILDER FIELD VERIFY ALL
OPENING SIZES PRIOR TO FABRICATION,
S. THE AMES DESIGN INTERNATIONAL. RESERVES, MAINTAINS AND RETAINS IT'S
COMMON LAW COPYRIGHT RIGHTS AND ANY OTHER RIGHTS (EXPRESSED
AND /IMPLIED) IN THESE PLANS, DESIGNS, IDEAS, SPECIFICATIONS, ETC. THESE
PLANS, IDEAS, DESIL2N5, ETC ARE NOT TO BE REPRODUCED, COPIED,
DUPLICATED, ETC. IN WHOLE OR IN PART WIA UT THE EXPRESS WRITTEN
PERMISSION FROM THE AMES DESIGN INTERNATIONAL NOR ARE THEY TO BE
LOANED OR ASSIGNED TO ANY PETZ_°OK9, FIRMS, ASSOCIATIONS, CORPORATIONS,
ETC. WITHOUT FIRST OBTAINING A WRITTEN PERMISSION FROM THE AMES DESIGN
INTERNATIONAL, IN EACH AND EVERY INSTANCE.
E ANY CHANGES, REVISIONS ALTERATIONS, ETC REQUIRED TO THESE PLANS,
DRAWINGS, SPECIFICATIONS, ETC. SMALL BE REQUESTED IN WRITING ONLY BY THE
BUILDER OR BY THE OWNER TO THE AMES DESIGN INTERNATIONAL ANY CHANGFJ',
REVISIONS, ALTERATIONS, DEVIATIONS, ETC. NOT MADE 87 THE AMES DESIGN
INTERNATIONAL (IN WRITING ONLY) WILL FULLY, UNYOND,n.MT AND TOTALLY
RELEASE THE AMES DESIGN INTERNATIONAL FROM ANY AND ALL RESPONSIBILITY,
CLAIMS AGAINST THE AMES DESIGN INTERNATIONAL FOR CULPABILITY, ETC FROM
THE DATE SHOWN ON THE PLANS ORIGIN UNTIL THE END OF TIME
10. BUILDER SHALL PROVIDE INSULATION AS PER ENERGY CALCULATIONS AND /OR
PLAN SPECIFICATIONS.
II. ALL MATERIALS SHOWN OR CARED FOR ON THESE DRAWINGS SHALL BE
INSTALLED W17H MANUFACTURERS RECOMMEND AND SPECIFICATIONS.
12. APPROVED MANUF. SPECIFICATIONS SHALL TAKE PRECEDENCE OVER ANY DETAILS
AND SPECIFICATIONS FOUND IN THESE PLANS. DEVIATIONS FROM THESE PLANS,
SPECIFICATIONS AND NOTES MIST CONFORM TO LOCAL BUILDING CODE
REOUREMENTS. AND MUST BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION
IS. NO ONE SHALL ASSUME ANY DIMENSION BY DIRECTLY SCALING CONSTRUCTION
DOCUMENTS OR ANY REPRODUCTIONS AND SAME IF ANY ADDITIONAL DIMENSIONS
ARE REQUIRED BY CONTRACTOR AND /OR RESIDENT, CONTACT THE AMES DESIGN
INTERNATIONAL FOR VERIFICATION. OTHERWISE, THE MMES DESIGN INTERNATIONAL
WILL NOT ASSUME ANY RESPONSIBILITY FOR ANY ERROR NOR WILL THEY CORRECT
ANY ERROR AT THEIR EXPENSE.
N. ALL WINDOWS USED AS EMERGENCY EGRESS OPENING TO COMPLY WITH F.B.C.
2004
$5. ALL SHOWER ENCLOSURES AND DOORS TO HAVE TEMPERED GLASS,
Ii. ALL SLIDING GLASS DOORS TO 14AVE TEMPERED GLASS.
17. GLAZING CONTRACTOR SHALL INSTALL ALL GLASS IN ACCORDANCE WITH F.B.0
2004
IS. ALL EXTERIOR FIXED GLASS (EXCEPT AT WINDOWS) AND ALL INTERIOR FIXED
GLASS SMALL HAVE TEMPERED GLASS.
FL ALL SHOWERS MUST BE EQUIPPED WITH ANTI -SCALE FAUCETS
9�
2�
#s
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ri
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Banyin 964
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2006
Town of Gulf Stream, FL
LO
O
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J'Al
0; �A
L_ � 0
2006
Town of Gulf Stream, FL
COON RESIDENCE/ ' 411 O COUNTY ROAD L07.5
GULFSTREAI" 1, FLORIDA 334BB
70NN OF GULF 571REA1„1 517E
DATA TABLE
GROSS LOT AREA
13, 970
S.F.
EFECTIVE LOT AREA
S.F.
12,970
S.F.
S.F.
GARAGE
1,47(o
S. F.
FLOOR AREAS PROPOSED
4/753
S. F.
FIRST FLOOR
BASEMENT (AREA EXEMPT)
3,277
S.F.
CEILING OVER 15'
ROOFED VERANDA
0
S.F.
let FLOOR LIVING
25
2,976
S.F.
CEILING OVER 15'
0
S.F.
2nd FLOOR LIVING
FRONT DECK (OPEN)
1,072
S.F.
TOTAL LIVING
353
41046
S.F.
let FLOOR COVERED
346
S.F.
let FLOOR COVERED - EXEMPTION
TOTAL UNDER ROOF
115
S.F.
let FLOOR COVERED ACTUAL
231
S.F.
2nd FLOOR COVERED
0
S.F.
TOTAL COVERED
231
S.F.
GARAGE
1,47(o
S.F.
GROSS FLOOR AREA
41279
S. F.
F.A.R. CALCULATIONS
FIRST 20/000 x .33(ALLONABLE F.A.R.)
41 280
S.F.
OVER 20,000 x .20(ALLONABLE F.A.R.)
0
S.F.
TOTAL ALLOWABLE FLOOR AREA
41 280
S. F.
FLOOR AREA PROVIDED
4127q
S. F.
TOTAL HARDSCAPE AREA
MIN. REQUIRED LANDSCAPE
AREA (40% OF 12,970 S.F. LOT AREA)
51188
S.F.
PROPOSED LANDSCAPE AREA
5/241
S.F.
MIN. REQUIRED FRONT YARD LANDSCAPE
AREA (40% OF FRONT YARD AREA)
11200
S.F.
PROPOSED LANDSCAPE AREA
1, 559
S.F.
1ST FLR. TO 2ND FLR. ALLOWABLE
0.75
(FRINGE DISTRICT)
GIVEN (1072 S.F. / 297(o S.F.)
0.36
REQUESTING OPEN PORCH EXEMPTION
346 S.F. / 3 = 115.33 S.F. (MAX. 300 S.F. EXEMPTION)
AREA CALCU LA71 ON5
BASEMENT FLOOR
AIR CONDITIONED AREA
257
S.F.
STORAGE
3/020
S.F.
GARAGE
1,47(o
S. F.
TOTAL BASEMENT
4/753
S. F.
FIRST FLOOR
AIR CONDITIONED AREA
2,976
S.F.
ROOFED VERANDA
336
S.F.
COVERED ENTRY
25
S. F.
SECOND FLOOR
AIR CONDITIONED AREA
953
S.F.
FRONT DECK (OPEN)
107
S.F.
REAR BALCONY (OPEN)
353
S.F.
TOTAL AIR CONDITIONED AREA
4,301
S.F.
TOTAL UNDER ROOF
3.342
S.F.
&A&
kj- 51
K
' ZQn 777
RETAINING � 0
WALL N89� 4 ',(jO"E �
a
40.00 CHAIN LINK
1.25'
PAGE 33 -35
A/C - AIR CONDITIONER
LOW. - LOWEST
L - ARC LENGTH
M.H. - MANHOLE
DSF
F PRM
ASPH. - ASPHALT
MEAS- MEASURED
PROP.
4'ALUM.FENCE
8/9/03
ROPOSED
MON. - MONUMENT
DATE
m
BLDG. BUILDING
d w 31.
DRIVE
BLK. - BLOCK
NO. - NUMBER
w
vS 7 y
O.E. - OVERHEAD ELECTRIC
O
C.B. - CATCH BASIN
O7 - ON LINE
R
22.87
-I
D/S - BUILDING OFFSET
O PROP.TRELLr
C.O. - CLEANOUT
16
,3.33'
O
r
PORCH
p
CATV. -CABLE TELEVISION RISER
PL.
1.00.0
/
CBS - CONCRETE BLOCK 6 STUCCO
PCP PERMANENT CONTROL POINT
p"15 ryh
CONC. _ CONCRETE
COR. - CORNER
P.L- PO T OF INTERSECTION
P.O.B. - POINT OF BEGINMNG
7 .
COV COV17tED
a
PROPOSED
—
3.
LiJ
-
ELEC. ELECTRIC
ELEV. - ELLyATION
PROPOSED a
DECK i
j,I
I
1 PR POOED 58
O
O
F.H. -FIRE HYDRANT
F.H. - E HYDRANT
POOL F
���
F
3.50
o
FlN. - FINISHED
RGE. - RANGE
J
D. _FLOOR
WRESIDENCE
3
0 1
0
SEC - SECTION
S < O
a 3
G.Y. -GATE VALVE
I.P. - WON PIPE
SD. FT. - SQUARE FEET
T.0.EL - 70P OF BANK GULF
GULF S
C 0
I.R. /CAP -IRON ROO 8 CAP
O
<
0
��
TNT - INTERSECTION
TWP. - TOWNSHIP
1.DO.
INV. - INVERT
LP. UCHT POLE
z
T
CW.D.D.
W M
WM. - WATER METER
A _ DELTA (CENTRAL ANGLE)
,3.33' o
L
LAKE WORTH
1-W.D.D.-LAKE WORTH
ALUM- ALUMINUM
a
Q
DRAINAGE DISTRICT
�a -D
o u
PR PORCH SJ o, 34.17 PROPOSED
PROP.
CHAIN LINK FENCE
3VALUM.FENCE it
FND PRM S89*24' DO" W 117.o WITNESS CORNER
0 0 0 0 o FND CONC.
w N $ N m POWER MON
POLE (10.4'W.)
DD
0
SA
m
SOUTH LINE SECTION
GRAPHIC SCALE
20 0 10 20 40 m
( IN FEET )
1 inch - 2D fL
CAULFIELD 81 WHEELER, INC.
CIVIL ENGINEERING - LAND SURVEYING GULFSTREAM
301A W. PALMETTO PARK ROAD -SUITE IOOA BOUNDARY SURVEY
(AT/
BOCA RATON, FLORIDA 33433
PHONE (561)- 392 -1991 / FAX (560- 750 -1452
REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED
SURVEYOR'S SEAL.
LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP,
OR OTHER INSTRUMENTS OF RECORD.
ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF
1929.
BEARINGS SHOWN HEREON ARE RELATIVE TO ASSUMED DATUM.
THE "LAND DESCRIPTION" HEREON IS IN ACCORD WITH THE DESCRIPTION PROVIDED BY THE
CLIENT.
UNDERGROUND FOUNDATIONS WERE NOT LOCATED.
FLOOD ZONE: "B "; COMMUNITY PANEL NO. 125109 0001 D; DATE: SEPTEMBER 30, 1982
(PER THE TOWN OF GULFSTREAM).
PROPERTY ADDRESS: 4110 COUNTY ROAD, GULFSTREAM, FLORIDA 33483 -7512.
DESCRIPTION:
THAT CERTAIN PARCEL OF LAND IN SECTION 34, TOWNSHIP 45 SOUTH, RANGE 43 EAST, PALM
BEACH COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT IN THE EAST LINE OF THE WEST HALF OF THE SOUTHWEST QUARTER
OF SAID SECTION 34, AT A DISTANCE OF 805.43 FEET, MEASURED ALONG SAID EAST LINE,
NORTHERLY FROM THE SOUTH LINE OF SAID SECTION 34; THENCE NORTHERLY ALONG THE
EAST LINE OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SAID SECTION 34, 100 FEET:
THENCE WESTERLY, PARALLEL TO THE SOUTH LINE OF SAID SECTION 34, 140 FEET; THENCE
SOUTHERLY, PARALLEL TO THE EAST LINE OF THE WEST HALF OF THE SOUTHWEST QUARTER
OF SAID SECTION 34, 100 FEET; THENCE EASTERLY, PARALLEL TO THE SOUTH LINE OF SAID
SECTION 34, 140 FEET TO THE POINT OF BEGINNING.
SAID LANDS SITUATE IN THE TOWN OF GULFSTREAM, PALM BEACH COUNTY, FLORIDA.
CONTAINING 13,972 SQUARE FEET / 0.3208 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF
RECORD.
CERTIFICATE:
I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED
PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED
UNDER MY DIRECTION ON JULY 15, 2003_ 1 FURTHER CERTIFY THAT THIS BOUNDARY SURVEY
MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 61G17 -6 ADOPTED BY
THE FLORIDA BOARD OF SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES
472.027.
JEFFREY R. WAGNER, P.L.S.
REG. LAND SURVEYOR #5302
STATE OF FLORIDA
LB #3591
TYPICAL
LEGEND NOTES
FLD.BK. 434
CHECKED BY JRW
PAGE 33 -35
A/C - AIR CONDITIONER
LOW. - LOWEST
L - ARC LENGTH
M.H. - MANHOLE
DSF
PERMIT SKETCH
ASPH. - ASPHALT
MEAS- MEASURED
REVISED EXISTING ELEVATIONS
8/9/03
ALUM. - ALUMINUM
MON. - MONUMENT
DATE
BY
BLDG. BUILDING
N/T - NAIL k TAB
BLK. - BLOCK
NO. - NUMBER
C k G - CURB AND CUTTER
O.E. - OVERHEAD ELECTRIC
C.B. - CATCH BASIN
O7 - ON LINE
C.M.P.- CORRUGATED METAL PIPE
D/S - BUILDING OFFSET
C.O. - CLEANOUT
O.R.B. - OFFICIAL RECORD BOOK
GALC. - CALCULATED
P.B. - PLAT BOOK
p
CATV. -CABLE TELEVISION RISER
P.C. - POINT OF CURVATURE
CBS - CONCRETE BLOCK 6 STUCCO
PCP PERMANENT CONTROL POINT
p"15 ryh
CONC. _ CONCRETE
COR. - CORNER
P.L- PO T OF INTERSECTION
P.O.B. - POINT OF BEGINMNG
COV COV17tED
P.O.C.- POINT OF COMMENCEMENT
10,
D.E. - DRAINAGE EASEMENT
E.O.P. - -EDGE OF PAVEMENT
E.D.W. EDGE OF WATER
P.P. - POWER POLE
MONU
P.R.M. - PERMANENT REFRENCE APPROVED,
ET
-
ELEC. ELECTRIC
ELEV. - ELLyATION
POOPMENT
P.T. -POINT . - PROPO O SED TANGENCY
ESMT. - EASEMENT
RAPAILROAD
F.H. -FIRE HYDRANT
F.H. - E HYDRANT
R.R.
R/W - RIGHT -OF -WAY APR 13 200
F.P.L- FLORIDA POWER 8 LIGHT
RES. - RESIDENTIAL
FlN. - FINISHED
RGE. - RANGE
J
D. _FLOOR
S.B.T.- SOUTHERN BELL TELEPHONE
SAN. - SANITARY
Q } O
SEC - SECTION
S < O
a 3
G.Y. -GATE VALVE
I.P. - WON PIPE
SD. FT. - SQUARE FEET
T.0.EL - 70P OF BANK GULF
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NOTES:
FL
REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED
SURVEYOR'S SEAL.
LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP,
OR OTHER INSTRUMENTS OF RECORD.
ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF
1929.
BEARINGS SHOWN HEREON ARE RELATIVE TO ASSUMED DATUM.
THE "LAND DESCRIPTION" HEREON IS IN ACCORD WITH THE DESCRIPTION PROVIDED BY THE
CLIENT.
UNDERGROUND FOUNDATIONS WERE NOT LOCATED.
FLOOD ZONE: "B "; COMMUNITY PANEL NO. 125109 0001 D; DATE: SEPTEMBER 30, 1982
(PER THE TOWN OF GULFSTREAM).
PROPERTY ADDRESS: 4110 COUNTY ROAD, GULFSTREAM, FLORIDA 33483 -7512.
DESCRIPTION:
THAT CERTAIN PARCEL OF LAND IN SECTION 34, TOWNSHIP 45 SOUTH, RANGE 43 EAST, PALM
BEACH COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT IN THE EAST LINE OF THE WEST HALF OF THE SOUTHWEST QUARTER
OF SAID SECTION 34, AT A DISTANCE OF 805.43 FEET, MEASURED ALONG SAID EAST LINE,
NORTHERLY FROM THE SOUTH LINE OF SAID SECTION 34; THENCE NORTHERLY ALONG THE
EAST LINE OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SAID SECTION 34, 100 FEET:
THENCE WESTERLY, PARALLEL TO THE SOUTH LINE OF SAID SECTION 34, 140 FEET; THENCE
SOUTHERLY, PARALLEL TO THE EAST LINE OF THE WEST HALF OF THE SOUTHWEST QUARTER
OF SAID SECTION 34, 100 FEET; THENCE EASTERLY, PARALLEL TO THE SOUTH LINE OF SAID
SECTION 34, 140 FEET TO THE POINT OF BEGINNING.
SAID LANDS SITUATE IN THE TOWN OF GULFSTREAM, PALM BEACH COUNTY, FLORIDA.
CONTAINING 13,972 SQUARE FEET / 0.3208 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF
RECORD.
CERTIFICATE:
I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED
PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED
UNDER MY DIRECTION ON JULY 15, 2003_ 1 FURTHER CERTIFY THAT THIS BOUNDARY SURVEY
MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 61G17 -6 ADOPTED BY
THE FLORIDA BOARD OF SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES
472.027.
JEFFREY R. WAGNER, P.L.S.
REG. LAND SURVEYOR #5302
STATE OF FLORIDA
LB #3591
DATE 7/15/03
SCALE 1 " =20'
FLD.BK. 434
CHECKED BY JRW
PAGE 33 -35
FILE NAME 4492SUR
ADDED TOPO
2/8/07
DSF
PERMIT SKETCH
2/5/07
CE
REVISED EXISTING ELEVATIONS
8/9/03
B.F
REVISIONS
DATE
BY
DATE 7/15/03
SCALE 1 " =20'
FLD.BK. 434
CHECKED BY JRW
PAGE 33 -35
FILE NAME 4492SUR
4492
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TOWN (OF GULF STREAM
610CRAL NoTm
1. CONSTRUCTION SMALL FO LOW 'FE.200P
,C AS ADOPTED BY THE COUNTY AND AS
APPLICABLE TO THE AREA M WHICH THE AS IS TO BE CONSTRUCTED WITH ALL
APPLICABLE AMENDMENTS.
2. BUILDER SHOULD COORDINATE ALL THE WORK OF ALL THE TRADES.
S. BUILDER, SUBCONTRACTOR, SUPPLIER, ETC. SMALL VERIFY ALL DIMENSIONS,
CONDITIONS AT .CAB SITE, PLANS, SPECIFICATIONS, ETC PRIOR TO STARTING ANY
WORK AND WITHIN SEVEN (7) CALENDAR DAYS OF BUILDER% RECEIPT OF THESE
PLANS SHALL NOTIFY THE AMES DESIGN INTERNATIONAL (IN WRITING ONLY) OF ANY
AND ALL DISCREPANCIES (WHETHER DISCREPANCIES ARE ERRORS OF COMMISSION OR
OMISSION OR NOT). armm1JISE THE AMES DESIGN INTERNATIONAL WILL NOT ASSUME
ANY RESPONSIBILITY FOR ANY ERRORS, AND THE BUILDER, SUBCONTRACTOR,
SUPPLIER, ETC. SHALL ASSUME FULL RESPONSIBILITY FOR ANY ERRORS AND CORRECT
ERRORS AT THEIR OMAN EXPENSE
4. TO THE BEST OF MY KNOWLEDGE AND ABILITY THESE PLANS AS DRAM AND NOTED,
COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA MODEL
ENERGY CODE, CONTRACTOR SMALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE
IN " ENTIRELY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE
/44104 MAY BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES.
6. 3T1'E WORK, FILL UNDER ALL SIAHS SHALL BE CLEAN SAND AND SMALL BE
COMPACTED TO A MINIMUM OF 'Mai AND A MAXIMUM DENSITY AS PER ASTM 11-557,
CONTRACTOR SHALL VERIFY UNDER COMPACTION. ALLOWABLE SOIL BEARING PRESSURE
2500 P.S.F. MIN.
S. WOOD, ALL STRUCTURAL LUMBER TO BE DON:LAS FIR -LARCH NO.2 OR BETTER ALL
LUMBER IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED. SHOP DRAWINGS
AND DESIGN CALCULATIONS FOR ROOF TRUSSES BEARING THE SIGNATURE AND SEAL
OF A FLORIDA REGISTERED ENGINEM SHALL BE SUBMITTED TO THE ARCHITECT FOR
APPROVAL PRIOR TO FABRICATION.
7. DOORS AND WINDOW& WINDOWS INDICATED WITH (E) MUST BE MANUFAGTURm TO
CONFORM WITH THE BUILDING CODE WITH RESPECT TO MINIMUM EMERGENCY EGRESS
REQUIREMENTS. ALL SLIDING GLASS DOORS SHALL BE TEMPERED. ALL WINDOWS AND
DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY
LABELS COMPLUNCE WITH FLORIDA STATE MODEL CODE SECTNON 502A. WINDOW AND
DOOR MANUFACTURERS SMALL ALSO COORDINATE WITH BUILDER FIELD VERIFY ALL
OPENING SIZES PRIOR TO FABRICATION,
S. THE AMES DESIGN INTERNATIONAL RESERVES, MAINTAINS AND RETAINS IT'S
COf7t10N LAW COPYWGHT RIGHTS AND ANY OTHER RIGHTS (EXPRESSED
ANDAMPLIED) IN THESE PLANS DESIGNS, IDEAS, SPECIFICATIONS, ETC. THESE
PLANS, IDEAS, DESIGNS, ETC ARE NOT TO HE REPRODUCED, COPIED,
DUPLICATED, ETC IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN
PERMISSION FROM THE AMES DESIGN INTERNATIONAL NOR ARE THEY TO BE
LOANED OR ASSIGNED TO ANY PERSONS, FIRMS, ASSOCIATIONS, CORPORATIONS,
ETC. WITHOUT FIRST OBTAINING A WRITTEN PERMISSION FROM THE AMES DESIGN
INTERNATIONAL, IN EACH AND EVERY INSTANCE
ANY CHANGES, REVSIOS ALTERATIONS, ETC. REQUIRED TO THESE PLANS,
DRAWINGSS, SPEC7FICATOfIB, ETC. 5F14LL BE REQUESTED IN WRITING ONLY BY THE
BUILDER OR DY THE OEU11'R TO THE AMES DESIGN INTERNATIONAL ANY CHANGES,
REVISIONS, ALTERATIONS, DEVIATIONS, ETC NOT MADE BY THE AMES DESIGN
INTERNATIONAL (IN WRITING ONLY) WILL FULLY, UNCONDITIONALLY AND TOTALLY
RELEASE THE AMES DESIGN INTERNATIONAL FROM ANY AND ALL RESPONSIBILITY,
CLAIMS AGAINST THE AMES DESIGN INTERNATIONAL FOR CULPABILITY, ETC. FROM
THE DATE SHOW ON THE PLANS ORIGIN UNTIL THE END OF TIME
10. BUILDER SMALL PROVIDE INSULATION AS PER ENERGY CALCULATIONS AND/OR
PLAN SPECIFICATIONS.
11. ALL MATERIALS SHOWN OR CALLED FOR ON THESE DRAWINGS SHALL BE
INSTALLED WITH MANUFACTURERS RECOMMEND AND SPECIFICATIONS.
12. APPROVED MANUF. SPECIFICATIONS SHALL TAKE PRECEDENCE OVER ANT DETAILS
AND SPECIFICATIONS FOUND IN THESE PLANS. DEVIATIONS FROM THESE PLANS,
SPECIFICATIONS AND NOTES MUST CONFORM TO LOCAL BUILDING CODE
REQUIREMENTS. AND MUST BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION
B. NO ONE SHALL AND ANY DIMENSION BY DIRECTLY SCALING CONSTRUCTION
DOCUMENTS OR ANY REPRODUCTIONS AND SAME IF ANY ADDITIONAL DIMENSIONS
ARE REQUIRED BY CONTRACTOR AND/OR RESIDENT, CONTACT THE AMES DESIGN
INTERNATIONAL FOR VERIFICATION. OTHERWISE, THE AMES DESIGN INTERNATIONAL
WILL NOT ASSUME ANY RESPONSIBILITY FOR ANY ERROR NOR WILL THEY CORRECT
ANY ERROR AT THEIR EXPENSE.
N. ALL WINDOWS USED AS EMERGENCY EGRESS OPENING TO COMPLY WITH F.H.L.
2004
4S. ALL SHOWER ENCLOSURES AND DOORS TO NAVE TEMPERED GLASS.
Ii. ALL SLIDING GLASS DOORS TO NAVE TEMPERED GLASS.
IT. GLAZING CONTRACTOR SHALL INSTALL ALL GLASS IN ACCORDANCE WITH F.B.0
2004
IS . ALL EXTERIOR FIXED GLASS (EXCEPT AT WINDOWS) AND ALL INTERIOR FIXED
GLASS SHALL HAVE TEMPERED GLASS.
IQ ALL SHOWERS MUST BE EQUIPPED WITH ANT -SCALE FAUCETS
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GULFSTR5A1 1, FLORIDA 33483
TOWN OF GULF STRFAI"I S 1 TE
DATA TABLE
GROSS LOT AREA
13, 970
S.F.
EFECTIVE LOT AREA
S.F.
12,970
S.F.
S.F.
GARAGE
1,47(o
S. F.
FLOOR AREAS PROPOSED
4,753
S.F.
FIRST FLOOR
BASEMENT (AREA EXEMPT)
3,277
S.F.
CEILING OVER 15'
ROOFED VERANDA
0
S.F.
1st FLOOR LIVING
25
2,976
S.F.
CEILING OVER 15'
0
S.F.
2nd FLOOR LIVING
FRONT DECK (OPEN)
1,072
S.F.
TOTAL LIVING
353
41046
S.F.
1st FLOOR COVERED
346
S.F.
1st FLOOR COVERED - EXEMPTION
TOTAL UNDER ROOF
115
S.F.
1st FLOOR COVERED ACTUAL
231
S.F.
2nd FLOOR COVERED
0
S.F.
TOTAL COVERED
231
S.F.
GARAGE
1, 476
S. F.
GROSS FLOOR AREA
4/279
S.F.
F.A.R. CALCULATIONS
FIRST 20,000 x .33(ALLONABLE F.A.R.)
4,280
S.F.
OVER 20,000 x .20(ALLONABLE F.A.R.)
0
S.F.
TOTAL ALLOWABLE FLOOR AREA
4/260
S.F.
FLOOR AREA PROVIDED
41279
S.F.
TOTAL HARDSCAPE AREA
MIN. REQUIRED LANDSCAPE
AREA (40% OF 12/970 S.F. LOT AREA)
5,188
S.F.
PROPOSED LANDSCAPE AREA
5,241
S.F.
MIN. REQUIRED FRONT YARD LANDSCAPE
AREA (40% OF FRONT YARD AREA)
1, 200
S.F.
PROPOSED LANDSCAPE AREA
1, 559
S.F.
1ST FLR. TO 2ND FLR. ALLOWABLE
0.75
(FRINGE DISTRICT)
GIVEN (1072 S.F. / 297(o S.F.)
0.36
REQUESTING OPEN PORCH EXEMPTION
346 S.F. / 3 = 115.33 S.F. (MAX. 300 S.F. EXEMPTION)
AR EA CA LC U LAT 1 ON S
BASEMENT FLOOR
AIR CONDITIONED AREA
257
S.F.
STORAGE
31020
S.F.
GARAGE
1,47(o
S. F.
TOTAL BASEMENT
4,753
S.F.
FIRST FLOOR
AIR CONDITIONED AREA
2,976
S.F.
ROOFED VERANDA
336
S.F.
COVERED ENTRY
25
S. F.
SECOND FLOOR
AIR CONDITIONED AREA
953
S.F.
FRONT DECK (OPEN)
107
S.F.
REAR BALCONY (OPEN)
353
S.F.
TOTAL AIR CONDITIONED AREA
4,301
S.F.
TOTAL UNDER ROOF
3/342
S. F.
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