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�4
MINUTES OF THE REGULAR MEETING AND PUBLIC HEARING HELD BY THE
ARCHITECTURAL REVIEW AND PLANNING BOARD OF THE TOWN OF GULF STREAM,
FLORIDA ON THURSDAY, APRIL 22, 2021 AT 8:30 A.M., IN THE WILLIAM F.
KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF
STREAM, FLORIDA.
I. Call to Order.
Chairman Smith called the meeting to order at 8:32 A.M.
II. Roll Call.
III. Minutes of the Regular Meeting and Public Hearing of 3-25-21.
Board Member Dockerty made a motion to approve the minutes of the
March 25, 2021 meeting. Board Member Roach seconded the motion with all
voting AYE at roll call.
IV. Additions, withdrawals, deferrals, arrangement of agenda items.
There were none.
V. Announcements.
A. Meeting Dates
1. Regular Meeting & Public Hearing
a. May 27, 2021 at 8:30 A.M.
b. June 24, 2021 at 8:30 A.M.
c. July 22, 2021 at 8:30 A.M.
d. No August Meeting
Chairman Smith made mention of the dates and stated he
knew two of the members would not be able to attend the May meeting and
asked the other members of the board to let Town Clerk Taylor know of
any dates they would be missing asap.
VI. PUBLIC HEARING.
A. Declaration of Ex-Parte Communication
Board Member Smith stated she had spoken with Mike Hayes
regarding his property.
B. Administer Oaths
Town Clerk Taylor swore in Donald Day, Bill Wietsma, Tom
Murphy, Joe and Jennifer Morris, Art Tiedeman, Kent Robbins,
Tom Barton, William Martin, Stephen Benjamin, and Mr.
Stoddard.
C. Applications for Development Approval
1. An application submitted by Donald Day of Delray Awning
LLC, Agent for Gulf Stream Golf Club, the owners of
property located at 2401 N. Ocean Blvd., Gulf Stream,
Florida, which is legally described as 14 Tracts of land,
lying and being in the County of Palm Beach and the State
Of Florida.
a. Level 2 Architectural/Site Plan Review to permit the
installation of a 100ft. long by 26 ft. wide fabric
patio awning over the front terrace of the club for
Minutes of ARPB Meeting & Public Hearing
Held 4-22-2021 @ 8:30 A.M.
outdoor dining. The color and design of the awning
will match those that are located around other areas
of the building.
Mr. Donald Day of Delray Awning stated that the Gulf
Stream Golf Club was proposing a new awning for the front terrace of the
club for outdoor dining. The color and design of the awning will match
those that are located around other areas of the building, he added.
Chairman Smith asked if the scalloping would match to which Mr. Day
answered it would be identical. Town Clerk Taylor noted there was a
fabric sample if any of the board members wanted to see it. Board
Member Dockerty asked what the life expectancy of the awning was to
which Mr. Day answered approximately 10 years. Chairman Smith asked who
would approve the engineering to which Town Manager stated the City of
Delray Beach would issue the permit and Town Clerk Taylor added it would
meet the Florida Building Code.
Vice Chairman Murphy made a motion to approve a Level II
Architectural/Site Plan based on a finding that the installation of a
100 ft. long by 26 ft. wide fabric patio awning over the front terrace
of the club for outdoor dining that matches the color and design of
those awnings that are located around other areas of the building meets
the minimum intent of the Design Manual and applicable review standards.
Board Member Dockerty seconded the motion with all voting AYE at roll
call.
2. An application submitted by William Wietsma, Agent for
Joanne F. Hayes, the owner of property located at 1060 N.
Ocean Blvd., Gulf Stream, Florida, which is legally
described as the East 54 ft. of the West 262.5 ft. of Lot
14A and the East 54 ft. of the West 262.5 ft. of Lot 15A,
Block D, Revised Plat of Block D and Block E, Palm Beach
Shore Acres (Ocean Boulevard Estates) together with an
easement for ingress and egress over the South 15 ft. of
the North 40 ft. of Lot 15A.
a. Demolition Permit to remove structures on the property
to prepare for new construction.
b. Variance to permit construction of a new dwelling on
the same footprint, using the existing building setbacks
of the existing building, which are the same as the
existing neighboring structures.
c. Level 3 Architectural/Site Plan Review to permit the
construction of a 2,647 sq. ft. Gulf Stream Bermuda,
single story dwelling, the finished floor elevation of
which will be increased to 9.53 NAVD (an increase of 1.5
ft.) to match that of the neighboring dwellings, and an
attached garage.
Mr. Bill Wietsma, Architect, explained that the house is
a foot and a half lower than the houses on either side of it. He stated
they wanted to demolish the existing house and construct a new Bermuda -
style cottage using the same footprint but increasing the floor elevation
2
Minutes of ARPB Meeting & Public Hearing
Held 4-22-2021 @ 8:30 A.M.
1.5 ft. to match the neighboring dwellings. He added that all the
neighbors were in favor. Vice Chairman Murphy brought up the eight
criteria that must be met for a variance and Chairman Smith stated seven
of the eight had been met and they could not blame the condition of the
house on the current owners. Board Member Smith asked about drainage to
which Mr. Wietsma answered it would go underneath the house and there
would be no swales. Chairman Smith asked if it tied in to the City of
Delray's sewer to which Mr. Wietsma answered it was on a septic system
that all four houses were tied to. Chairman Smith asked where that was
located to which Mr. Wietsma answered it was next to Barbara Whittaker's
house. Board Member Roach reiterated that all the neighbors were in
favor and had written letters to the Town with their approval.
Vice Chairman Murphy made a motion to approve a Demolition Permit
to remove structures on the property to prepare for new construction.
Board Member Roach seconded the motion with all voting AYE at roll call.
Vice Chairman Murphy made a motion to recommend approval of a
variance from the provisions in Section 71-4 to allow an 811"
modification to the side setbacks, a 7' modification to the front
setbacks and an 8' modification to the rear setback and a variance from
the provision in Section 70-72 to allow 146 sq. ft. increase to the FAR.
Board Member Smith seconded the motion with all voting AYE at roll call.
Vice Chairman Murphy made a motion to recommend approval to
permit the construction of a 2,647 sq. ft. Gulf Stream Bermuda, single -
story dwelling, the finished floor elevation of which will be increased
to 9.53 NAVD (an increase of 1.5 ft.) to match that of the neighboring
dwellings, and an attached garage. Board Member Dockerty seconded the
motion with all voting AYE at roll call.
Chairman Smith recused himself for the next portion of the
meeting and Vice Chairman Murphy took over as chair.
3. Continued from the Public Hearing held on 2-25-21 & 3-25-21.
An application submitted by Schulke, Bittle & Stoddard,
LLC, as Agent for the owners Stephen & Helen Benjamin,
1200 N. Ocean Blvd. and Thomas & Bettina Smith, 1122 N.
Ocean Blvd., which are legally described as Parcel 1:
Golf Course Addition Lt 9 and Parcel 2: Golf Course Add Lt
7 (LESS Ely 294.12 FT.) & Lot 8 (Less WLY32.14 FT.) & 9-
46-43, SLY 211.12 FT. of NLY 240.12 FT. of ELY 112.49 FT.
of NE 1/4 LYG S of & ADJ TO TR R PB115P173 & W of & ADJ TO
PBlOP75 (LESS NLY 179.72 FT. of WLY 31.50 FT.) & NLY 29
FT. of ELY 720.49 FT. of NE 1/4 LYG S of & ADJ TO PB36
P110 & TR R PNB115P173 & W of & ADJ to PB10P75.
LEVEL III ARCHITECTURAL/SITE PLAN REVIEW & DEMO PERMIT
a. Construction of a new bulkhead landward
of existing bulkhead.
b. Construction of docks & a boatlift.
3
Minutes of ARPB Meeting & Public Hearing
Held 4-22-2021 @ 8:30 A.M.
c. Construction of site walls to retain existing
Grades.
Mr. Kent Robbins gave a detailed PowerPoint
presentation addressing all the concerns from the last meeting on March
25, 2021. Vice Chairman Murphy opened the floor for public comment.
Mrs. Jennifer Morris, resident in Gulf Stream, asked if she could get
the packet that had just been presented to which Assistant Town Attorney
Nazzaro told her that it had been on the Town website for the past week.
She added she would like to see legal surveys of the four properties
involved in this project which she named as Lemon Hill, Barton property,
Smith property and the Bird Sanctuary. She took issue with the boundary
lines of the Bird Sanctuary and stated she did not think the property
lines between Lemon Hill and the Bird Sanctuary were clearly defined.
Town Manager Dunham stated the Bird Sanctuary had been given to the Town
and Town Clerk Taylor explained that after looking through the records
she found a deed for the Bird Sanctuary but there was no survey attached
to the deed. She added that the Town did have a survey of the property
that is being considered for development, which is what Mrs. Morris had
seen. Mrs. Morris stated that what she saw was a Xerox copy and not
official and totally inadequate. Town Clerk Taylor stated the copy was
stamped deeming it official. Mrs. Morris contended that a boundary
survey was not a legal survey and wanted the Town to get a legal survey
of the Bird Sanctuary showing property lines. Assistant Town Attorney
Nazzaro stated the Town could get a survey of the Bird Sanctuary but was
unsure of the timing and how soon the surveyors could accomplish the
task. He added that a provision could be made in the application if it
moved forward to the Commission regarding the survey of the Bird
Sanctuary.
Board Member Dockerty stated he thought the presentation made by
Mr. Robbins was excellent and extremely informative. He added that the
concessions being made regarding traffic control were very nice and
cooperative. Board Member Smith had questions about the Truline Seawall
and how it was different than a normal seawall. Mr. Art Tiedeman had an
example and gave a detailed lesson on how it worked and added that it
was the future of seawalls. Mrs. Morris wanted to know how the new
system tied into the old seawall to which Mr. Tiedeman tried to explain
how it would work and what would be done to tie them seamlessly
together, but he added it was hard to show on paper. Board Member Roach
asked if this was the cutting -edge technology of seawalls to which Mr.
Tiedeman answered it was the best seawall you could buy. Board Member
Roach was concerned with the melding of the new seawall to the old
seawall and thought it should be worked out ahead of time, even if it
was hard to show on paper. Mr. Tiedeman then explained, in more depth,
how it would work. Board Member Roach was still concerned about leakage
between the two seawalls and substantial repairs that may be needed.
Mr. Tiedeman stated there would be no gap between the two walls as they
would become one wall, thus no erosion. Town Manager Dunham asked if
Mr. Tiedeman had built one of these in the City of Delray Beach to which
N
Minutes of ARPB Meeting & Public Hearing
Held 4-22-2021 @ 8:30 A.M.
Mr. Tiedeman answered in the affirmative and he explained the building
and inspection process. Mrs. Morris wanted to know the cost per linear
foot to which Mr. Tiedeman answered $800-$1500 per foot as there were a
lot of variables. Mrs. Morris wanted to know about the 45' on Mr.
Barton's property. She asked who was going to pay for it and who was
going to own it or would have legal ownership of that seawall. Mr.
Barton, Town resident, spoke up and stated this was not affecting the
Morris's. Mrs. Morris disagreed and then Mr. Barton asked if the
seawall she was discussing affected her, to which she said it did not,
but the entire project did. Mr. Barton went on to say they were
discussing his seawall and it did not concern her.
Mr. William Martin, Town resident, had some questions about weep
holes to which Mr. Tiedeman answered in detail the differences between a
weep hole on a conventional sea wall to the stainless -steel weep holes
Truline used and the advantage of them.
Vice Chairman Murphy asked about the land clearing permit and
wanted to know if they were removing three or four trees. Mr. Robbins
pointed out that was a mistake, and it should say three. Board Member
Smith asked about the landscaping and what trees were going to be used
to which Mr. Chris Cabezas, Landscape Architect, answered Pigeon Plum,
Green Buttonwood, Florida Thatch Palms, Royal Palms, several Coconut
Palms and then a variety of native shrubs to create screening from the
North side and behind the seawall.
Mr. Tom Murphy, lawyer representing the Barton's, wanted to get
some things on the record with respect to this project. He stated there
were two fences and one of them Mr. Smith had agreed to repair or
replace, and the other fence Mr. Benjamin had agreed to repair or
replace if it is damaged. He also brought up the helical pilings and
stated the construction manager would confer with Mr. Barton on the
placement of those pilings. Mr. Murphy stated with respect to soil
erosion, it would be the ongoing responsibility of Mr. Smith, Mr.
Benjamin, and their successors if it was the result of the helical
pilings or the wall. Mr. Robbins agreed that if their pilings or wall
failed and consequently it deteriorates or causes damage, they would
correct it or repair it. Vice Chairman Murphy stated this was something
that needed to be discussed between their parties and did not involve
the ARPB. Mr. Murphy stated he just wanted to get it on the record.
Mr. Robbins stated they would put the language in the agreement and
clarify it amongst themselves. There was other discussion had that did
not have anything to do with the ARPB and needed to be worked out among
the parties involved. Vice Chairman Murphy tried to get the meeting
back on track which brought Mrs. Morris back up to talk about the 45 ft.
wall. She stated that at $1,500 a foot would be approximately $68,000
and that it was her understanding that Mr. Benjamin was going to pay for
it and own it, but it was up against Mr. Barton's property, so if Mr.
Barton stood on it, he would be trespassing. Mr. Murphy stated they had
their own agreement. Mrs. Morris then stated that it was her
understanding that Mr. Smith was going to be paying for his own
5
Minutes of ARPB Meeting & Public Hearing
Held 4-22-2021 @ 8:30 A.M.
construction in the carve out and asked if that was correct to which Mr.
Smith answered in the affirmative. She added that was about $155,000
worth of wall and if they were to go straight across instead of the
carve out it would only be $75,000. Board Member Smith stated this had
nothing to do with the application, but Mrs. Morris disagreed and stated
the property needed to be surveyed and wanted to know if the spec line
was the property line of the Bird Sanctuary and why didn't they just go
straight across instead of the carve out. Mr. Robbins stated that was
the design. Mrs. Morris asked again about the property line between
Lemon Hill and the Bird Sanctuary to which Mr. Robbins stated he could
not make that representation. Mrs. Morris went on to point out places
on the site plan and stated she had looked at old documents through a
surveyor and contended that the land belonged to the Bird Sanctuary and
reiterated they wanted a survey done of the Bird Sanctuary. Mr. Robbins
stated these issues had been discussed with the Council and the Town and
had been resolved. He went on to say that if anyone had substantial
evidence then it should be considered, but speculation should not be
considered by the Board. Mr. Robbins stated that the Florida
Constitution and laws of Florida provide that they have the right to
neutralize their property any way they wish. He added they had bent
over backwards, at a tremendous cost, to do everything possible to be a
good neighbor and had addressed every objection fairly and equitably. He
then asked for a motion to recommend approval to the Commission. Vice
Chairman Murphy commended him on the upgrade of the presentation and for
hitting all the points they had asked them to address. Board Member
Smith agreed that they had gone above and beyond to address all the
issues. Board Member Roach asked if the Town legal counsel was going to
address the Bird Sanctuary to which Assistant Town Attorney Nazzaro
stated he would reach out to the Town's engineers and get a survey
conducted and it could be brought up at the Commission meeting if
everything moved forward.
Mr. Joe Morris, Town resident, stated this was all an assumption
that the DEP was going to approve the dredging of the canal, which he
thought should happen before the digging of the marina. He thought
sending this application to the Commission before the DEP approval was a
waste of time. Mr. Robbins stated that dredging was not part of the
application.
Mr. Martin stated that if the Board were to proceed, he thought
there should be some provisions made for the neighbors regarding
lighting and heights of boats. Vice Chairman Murphy asked the Town
Staff to address this to which Assistant Town Attorney Nazzaro stated
there were regulations regarding the lighting you are permitted to have
on your dock as well as provisions regarding a docking zone that the
size of the boat permitted is relative to the waterfront. He added the
Town Code had built-in protections for size and light issues. Mr.
Martin stated it still did not address height issues. Mrs. Morris
stated that this project could not go forward until the DEP permits had
been ascertained and wanted to know if that was correct. Mr. Stoddard
Minutes of ARPB Meeting & Public Hearing
Held 4-22-2021 @ 8:30 A.M.
stated that no building permit could be issued until all permits are
secured from FDEP so there would not be any construction or digging
started until those permits were received from the FDEP. Mrs. Morris
stated she had done some research regarding dredging and that the canal
was a man-made canal. She added that the land under the water belonged
to Mr. Barton, the Bird Sanctuary, and the other property owners with
all six of the property owners having to agree to the DEP permit to
dredge. Vice Chairman Murphy said he was sure they would address that
in due time.
Board Member Dockerty made a motion to recommend approval of a
Demolition Permit and a Level III Architectural/Site Plan based on a
finding that the construction of a new bulkhead landward of the existing
bulkhead, the construction of two docks and a boatlift and the
construction of new site walls to retain existing grades meets the
minimum intent of the Design Manual and applicable review standards.
Board Member Roach seconded the motion with all voting AYE at roll call.
An application submitted by Chris Cabezas, Landscape
Architect, as agent for, Stephen & Helen Benjamin, owners
of property located at 1200 N. Ocean Blvd., Gulf Stream,
Florida 33483, legally described as Parcel 1: Golf Course
Addition Lt 9 and Parcel 2: Golf Course Add Lt 7 (LESS Ely
294.12 FT.) & Lot 8 (Less WLY32.14 FT.) & 9-46-43, SLY
211.12 FT. of NLY 240.12 FT. of ELY 112.49 FT. of NE 1/4
LYG S of & ADJ TO TR R PB115P173 & W of & ADJ TO PBlOP75
(LESS NLY 179.72 FT. of WLY 31.50 FT.) & NLY 29 FT. of ELY
720.49 FT. of NE 1/4 LYG S of & ADJ TO PB36 P110 & TR R
PNB115P173 & W of & ADJ to PBlOP75 for the following:
a. Land clearing permit to remove 4 trees in poor
condition and install 2 native trees and 11
native palms.
b. Level II Architectural/Site Plan Review to
permit landscaping improvements as per detailed
drawing.
Board Member Dockerty made a motion to approve
a Land Clearing Permit based on a finding that the Land Clearing Permit
to remove three trees in poor condition and to install two native trees
and 11 native palms as replacement trees meets the minimum intent of the
Design Manual and applicable review standards. Board Member Roach
seconded the motion with all voting AYE at roll call.
Board Member Dockerty made a motion to approve a Level II
Architectural/Site Plan Review to permit landscaping improvements as per
the detailed drawing based on a finding that the landscaping
improvements meet the minimum intent of the Design Manual and applicable
review standards with the following condition:
1. Any minor modifications to the approved landscaping shall be
submitted to the Town Manager for review and approval and any
7
Minutes of ARPB Meeting & Public Hearing
Held 4-22-2021 @ 8:30 A.M.
major modifications shall be brought back to the ARPB for
review and approval before commencement of landscaping.
Board Member Smith seconded the motion with all voting AYE at
roll call.
Vice Chairman Murphy turned the meeting back over to Chairman
Smith.
VII. Items by Staff.
Assistant Town Attorney Nazzaro gave an update on the Building
Design Bill and some amendments and language they were looking at with
the Florida League of Cities. Chairman Smith thanked Mr. Nazzaro for
all his hard work.
VIII. Items by Board Members.
Vice Chairman Murphy asked what was on the docket for next
month's meeting to which Town Clerk answered nothing official yet, but
she had a few pre -application meetings. Town Manager Dunham added that
Mr. Chip Conklin may be on the next meeting's agenda.
IX. Public.
There was none.
X. Adjournment.
Chairman Smith adjourned the meeting at 10:12 A.M.
Renee Basel
Assistant Town Clerk
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LAND SURVEYOR'S NOTES
1. GPS (GLOBAL POSITIONING SYSTEM) OBSERVATIONS WERE BASED UPON A NETWORK SOLUTION TO PALM BEACH
COUNTY SURVEY CONTROL STATIONS AND WERE USED TO ESTABLISH HORIZONTAL CONTROL IN THE NORTH AMERICAN
DATUM (NADB3), 1990 ADJUSTMENT, EAST ZONE.
2. THE ELEVATIONS SHOWN HEREON WERE DETERMINED FROM CALIBRATED GPS READINGS FROM NETWORKS OF
PUBLISHED VERTICAL CONTROL STATIONS REFERENCED TO THE NAVD88 DATUM. ADD 1.56 FEET TO ELEVATIONS SHOWN
HEREON TO CONVERT FROM NAVD88 TO NGVD20 VERTICAL DATUM.
3. SITE SHOWN HEREON IS LOCATED WITHIN THE SOUTHWEST QUARTER (SW 1/4) OF SECTION 3AND THE SOUTHEAST
QUARTER (SE1/4) OF SECTION 4, TOWNSHIP 48 SOUTH, RANGE 43 EAST, TOWN OF GULF STREAM, FLORIDA,
4. THE SYMBOLS SHOWN HEREON MAY HAVE BEEN ENLARGED FOR CLARITY. THE SYMBOLS HAVE BEEN PLOTTEDATTHE
CENTER OF THE FIELD LOCATION AND MAY NOT REPRESENT THE ACTUAL SHAPE OR SIZE OF THE FEATURE
5. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF THE SURVEY ON THE DATE INDICATED AND
CAN ONLY BE CONSIDERED AS INDICATING THE CONDITIONS EXISTING AT THAT TIME.
5. ALL SURVEY POINTS SET BY THIS FIRM ARE INSCRIBED "ADAIR & BRADY,, INC." OR "A&B ENG."
7. WETLAND BOUNDARY WAS OBTAINED FROM PREVIOUS SKETCH & DESCRIPTION DATED 11292001, AND IT IS UNKNOWN
IF SAID WETLAND WAS EVER FINALIZED, EXECUTED OR RECORDED.
S. DATE OF FIELD SURVEY: FEBRUARY 16, 2021.
9. NO SEARCH OF THE PUBLIC RECORDS WAS MADE BY THIS OFFICE FOR TITLE INFORMATION OR EASMENTS
0 20' 40' 80,
Feet
SCALE: 1 "=20'
BENCHMARK ELEV.= 3.14
(16) FOUND MAG NAIL
APPROXIMATE
QUARTER SECTION LINE
GOLFVIEW DRIVE
29
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METAL FPL I FF EL.= 5.81
CABINET ON i
CONC. SLAB
LEGEND
CAN
CABLE TELEVISION RISER
EM
ELECTRIC METER
EPB
ELECTRIC PULL BOX
EPNL
ELECTRIC PANEL
ESR
EDGE OF SHELL ROCK
FF EL
FINISHED FLOOR ELEVATION
GB
GRADE BREAK
GYA
GUYANCHOR
HED
HEDGE
LP
LIGHT POLE
OHP
OVER HEAD POWER
PP
POWER POLE
SRVC
SERVICE CABINET
TOB
TOP OF BANK
TOE
TOE OF SLOPE
TPD
TELEPHONE PEDESTAL
WV
WATER VALVE
SPOT ELEVATION - HARD SURFACE
•Q
SPOT ELEVATION - NATURAL GROUND
SURVEY CONTROL POINT
APPARENT/POSSIBLE
WETLAND BOUNDARY
DEFER TOA&B DRAWINGS LS-6581D &
FP-1802, SEE NOTE#7)
LAND SURVEYOR'S STATEMENT
WE HEREBY STATE THAT THE TOPOGRAGHIC SURVEY SHOWN HEREON IS A TRUE AND
CORRECT REPRESENTATION OF THE PROPERTY DESCRIBED IN THE CAPTION THEREOF
MADE UNDER OUR DIRECTION, AND IS ACCURATE TO THE BEST OF OUR KNOWLEDGE
AND BELIEF.
THE UNDERSIGNED FURTHER CERTIFIES THAT THIS SURVEY MEETS THE STANDARDS
OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND
MAPPERS F.A.C. CHAPTER SJ-17, PURSUANTTO SECTION 472.027 FLORIDA STATUTES.
A & B ENGINEERING, INC.
LB 604
BY: D'� P�ta4' FOR THE FIRM.
DENNIS PAINTER
REGISTERED LAND SURVEYOR
FLORIDA CERTIFICATE NO. 3542
NOT VALID WITHOUT SIGNATURE AND EMBOSSED SURVEYOR'S SEAL AFFIXED.
LEGAL DESCRIPTION:
BEING IN THE NORTHERLY PORTION OF THE SOUTHWEST QUARTER OF SECTION 3AND THE NORTHERLY
PORTION OF THE SOUTHEAST QUARTER OF SECTION 4, ALL IN TOWNSHIP 46 SOUTH, RANGE 43 EAST, TOWN
OF GULF STREAM, PALM BEACH COUNTY, FLORIDA,
(2) EAST QUARTER CORNER SECTION 4
FOUND PALM BEACH COUNTY BRASS DISK
IN CONCRETE
N88'21'36"E
LINE (BASIS OF BEARINGS)
VICINITY MAP
(NOT TO SCALE)
(10)FND 3/4-PIPE
UNDERASPHALT
6
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DATE: FEB 16, 2021
PROJECT # 21021
SCALE: 1'-20'
DRAWN:CK CHECKDP
PGS.: 26
AFP-2102
_\v , 5 F ,
LAND SURVEYOR'S NOTES
1. GPS (GLOBAL POSITIONING SYSTEM) OBSERVATIONS WERE BASED UPON NETWORK SOLUTION TO PALM BEACH
COUNTY SURVEY CONTROL STATIONS AND WERE USED TO ESTABLISH HORIZONTAL CONTROL IN THE NORTH AMERICAN
DATUM (NAD83), 1990 ADJUSTMENT, EAST ZONE.
2. THE ELEVATIONS SHOWN HEREON WERE DETERMINED FROM CALIBRATED GPS READINGS FROM NETWORKS OF
PUBLISHED VERTICAL CONTROL STATIONS REFERENCED TO THE NAVD88 DATUM. ADD 1.58 FEETTO ELEVATIONS SHOWN
HEREON TO CONVERT FROM NAVD88 TO NGVD29 VERTICAL DATUM.
3. SITE SHOWN HEREON IS LOCATED WITHIN THE SOUTHWEST QUARTER (SW 1/4) OF SECTION 3AND THE SOUTHEAST
QUARTER (SE1/4) OF SECTION 4, TOWNSHIP 48 SOUTH, RANGE 43 EAST, TOWN OF GULF STREAM, FLORIDA.
4. THE SYMBOLS SHOWN HEREON MAY HAVE BEEN ENLARGED FOR CLARITY. THE SYMBOLS HAVE BEEN PLOTTED AT THE
CENTER OF THE FIELD LOCATION AND MAY NOT REPRESENT THE ACTUAL SHAPE OR SIZE OF THE FEATURE
5. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF THE SURVEY ON THE DATE INDICATED AND
CAN ONLY BE CONSIDERED AS INDICATING THE CONDITIONS EXISTING AT THAT TIME.
8. ALL SURVEY POINTS SET BYTHIS FIRMARE INSCRIBED "ADAIR & BRADY, INC." OR "A&S ENG."
7. WETLAND BOUNDARY WAS OBTAINED FROM PREVIOUS SKETCH & DESCRIPTION DATED 11292001, AND IT IS UNKNOWN
IF SAID WETLAND WAS EVER FINALIZED, EXECUTED OR RECORDED.
8. DATE OF FIELD SURVEY: FEBRUARY 16, 2021.
9. NO SEARCH OF THE PUBLIC RECORDS WAS MADE BY THIS OFFICE FOR TITLE INFORMATION OR EASMENTS
0 20' 40' 80,
Feet
SCALE: 1 "=20'
NORTH
BENCHMARKELEV.=3. ,
(16J FOU'O MAG NAIL \
APPROKWATE
CWRTER SEC77ON LINE GOLFWEW DRIVE
ASPHALT ROAD
FA
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CABINET ON
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LEGEND
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BOLLARD
CAN
CABLE TELEVISION RISER
CB
CATCH BASIN
EM
ELECTRIC METER
LAND SURVEYOR'S STATEMENT
EPB
ELECTRIC PULL BOX
EPNL
ELECTRIC PANEL
WE HEREBY STATE THAT THE TOPOGRAGHIC SURVEY SHOWN HEREON IS ATRUEAND
ESR
EDGE OF SHELL ROCK
CORRECT REPRESENTATION OF THE PROPERTY DESCRIBED IN THE CAPTION THEREOF,
FF EL
FINISHED FLOOR ELEVATION
MADE UNDER OUR DIRECTION, AND IS ACCURATE TO THE BEST OF OUR KNOWLEDGE
GB
GRADE BREAK
AND BELIEF.
GYA
GUY ANCHOR
THE UNDERSIGNED FURTHER CERTIFIES THATTHIS SURVEY MEETS THE STANDARDS
HED
HEDGE
OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORSAND
LP
LIGHT POLE
MAPPERS F.A.C. CHAPTER 5J-17, PURSUANT TO SECTION 472.027 FLORIDA STATUTES.
LS
LIFT STATION
MONW
MONITORING WELL
A & B ENGINEERING, INC.
NES
OHP
OVER HEAD POWER
LB 6D4
PP
POWER POLE
SRVC
SERVICE CABINET
TOB
TOP OF BANK
BY: FORTHEFIRM.
TOE
TOE OF SLOPE
DENNIS PAINTER
TPD
TELEPHONE PEDESTAL
REGISTERED LAND SURVEYOR
FLORIDA CERTIFICATE NO. 3542
WV
WATER VALVE
NOT VALID WITHOUT SIGNATURE AND EMBOSSED SURVEYOR'S SEALAFFIXED.
.r•o
SPOT ELEVATION - HARD SURFACE
SPOT ELEVATION -NATURAL GROUND
0
SURVEY CONTROL POINT
APPARENT/POSSIBLE ----
WETLAND BOUNDARY
(REFER TOA&B DRAWINGS LS-6581D &
FP-1802, SEENOTE#7)
LEGAL DESCRIPTION:
BEING IN THE NORTHERLY PORTION OF THE SOUTHWEST QUARTER OF SECTION 3AND THE NORTHERLY
PORTION OF THE SOUTHEAST QUARTER OF SECTION 4, ALL IN TOWNSHIP 46 SOUTH, RANGE 43 EAST, TOWN
OF GULF STREAM, PALM BEACH COUNTY, FLORIDA.
VICINITY MAP
(NOT TO SCALE)
Ak ll��o- 4,Itl,
AW � 70
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REF: FP-1802
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PROJECT # 21021
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LAND SURVEYOR'S NOTES
1. GPS (GLOBAL POSITIONING SYSTEM) OBSERVATIONS WERE BASED UPON A NETWORK SOLUTION TO PALM BEACH
COUNTY SURVEY CONTROL STATIONS AND WERE USED TO ESTABLISH HORIZONTAL CONTROL IN THE NORTH AMERICAN
DATUM(NA063), 1990ADJUSTMENT, EAST20NE.
2. THE ELEVATIONS SHOWN HEREON WERE DETERMINED FROM CALIBRATED GPS READINGS FROM NETWORKS OF
PUBLISHED VERTICAL CONTROL STATIONS REFERENCED TO THE NAVD88 DATUM. ADD 1.56 FEETTO ELEVATIONS SHOWN
HEREON TO CONVERT FROM NAVD88 TO NGVD29 VERTICAL DATUM.
3. SITE SHOWN HEREON IS LOCATED WITHIN THE SOUTHWEST QUARTER (SW 1/4) OF SECTION 3AND THE SOUTHEAST
QUARTER (SET/4) OF SECTION 4, TOWNSHIP 46 SOUTH, RANGE 43 EAST, TOWN OF GULF STREAM, FLORIDA.
4. THE SYMBOLS SHOWN HEREON MAY HAVE BEEN ENLARGED FOR CLARITY. THE SYMBOLS HAVE BEEN PLOTTED AT THE
CENTER OF THE FIELD LOCATION AND MAY NOT REPRESENT THE ACTUAL SHAPE OR SIZE OF THE FEATURE
S. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF THE SURVEY ON THE DATE INDICATED AND
CAN ONLY BE CONSIDERED AS INDICATING THE CONDITIONS EXISTING AT THAT TIME.
S. ALL SURVEY POINTS SET BY THIS FIRM ARE INSCRIBED "ADAIR & BRADY, INC." OR -A&B ENG.-
7. WETLAND BOUNDARY WAS OBTAINED FROM PREVIOUS SKETCH & DESCRIPTION DATED 117292001, AND IT IS UNKNOWN
IF SAID WETLAND WAS EVER FINALIZED, EXECUTED OR RECORDED,
B. DATE OF FIELD SURVEY: FEBRUARY 16, 2021.
9. NO SEARCH OF THE PUBLIC RECORDS WAS MADE BY THIS OFFICE FOR TITLE INFORMATION OR EASMENTS.
LEGEND
BOL
BOLLARD
CAN
CABLE TELEVISION RISER
CB
CATCH BASIN
EM
ELECTRIC METER
EPB
ELECTRIC PULL BOX
EPNL
ELECTRIC PANEL
ESR
EDGE OF SHELL ROCK
FF EL
FINISHED FLOOR ELEVATION
GB
GRADE BREAK
GYA
GUYANCHOR
HED
HEDGE
LP
LIGHT POLE
LS
LIFT STATION
MONW
MONITORING WELL
OHP
OVER HEAD POWER
PP
POWER POLE
SRVC
SERVICE CABINET
TOB
TOP OF BANK
TOE
TOE OF SLOPE
TPD
TELEPHONE PEDESTAL
WV
WATER VALVE
SPOT ELEVATION - HARD SURFACE
SPOT ELEVATION -NATURAL GROUND
SURVEY CONTROL POINT
LEGAL DESCRIPTION:
BEING IN THE NORTHERLY PORTION OF THE SOUTHWEST QUARTER OF SECTION 3AND THE NORTHERLY
PORTION OF THE SOUTHEAST QUARTER OF SECTION 4, ALL IN TOWNSHIP 46 SOUTH, RANGE 43 EAST, TOWN
OF GULF STREAM, PALM BEACH COUNTY, FLORIDA
0 20' 40' 80,
Feet
SCALE: 1 "=20'
NORTH
VICINITY MAP
(NOT TO SCALE)
EAST QUARTER CORNER SECTION 4 QWRTER SECTION LINE (BASIS OF BEARINGS)
FUND PALM BEACH COUNTY BRASS DISK 1-NBB12TIER E -_ ASPHALTROAD GOLFVIEWDRIVE
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CONSULTANTS
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STUDIO JBD, INC.
700 School Street Unit 2
Pawtucket, RI 02860
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ARCHITECTURE
JEFFERSON GROUP ARCHITECTURE, INC.
700 School Street Unit 2
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05/14/21
RECF
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EXISTING NONPOROUS
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POOL
/
EXISTING COVERED DECK
\
593 S0. FT
I
EXISTING WOOD DOCK
I
\
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EXISTING NON POROUS AREA
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I
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2 LOCAL NEIGHBORHOOD PLAN
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EXISTING
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\ EXISTING BACK COVERED
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/
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i
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\ DRNEWAY
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NEW POROUS AREA
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.
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1
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IELEVATIONS
ILEGEND:
EXISTING NONPOROUS
NEW NONPOROUS
0 EXISTING POROUS
NEWPOROUS
EXISTING COVERED AREAS
O NEWADDITION
TOTAL LOT SIZE
28,030.9
EXISTING BUILDING FOOTPRINT
3,822
FIRST FLOOR COVERED (PORCHES OVERHANGS)
748
PROPOSED ADDTIION(S)
11075
TOTAL PROPOSED BUILDING
5.645 SO. FT.
EXISTING
NONPOROUS AREAS
11,179
POROUS AREAS
14,851
NEW'PROPOSED'
NONPOROUS AREAS
2,204
POROUS AREAS
NA
ACTUAL %LANDSCAPE OPEN SPACE AREA
48.8 %
TOTALS
NON POROUS AREAS
13.383 SQ FT
POROUS AREAS
IZ647 SQ FT.
DUSTIINGNPOROUS AREA
3,937 SQ. FT
EXISTING BRICK WALL
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G E N E R A L N O T E S :
1 . T H E G E N E R A L C O N T R A C T O R S H A L L C O O R D I N A T E A L L S T R U C T U R A L , M E C H A N I C A L & F I R E P R O T E C T I O N S Y S T E M S P R I O R
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2 . A L L H I N G E S I D E O F D O O R F R A M E S S H A L L B E L O C A T E D 5 F R O M I N S I D E F A C E O F W A L L F R A M I N G U N L E S S N O T E D
a - 0 }
O T H E R W I S E .
3 . N J . W O R K S H A L L C O N F O R M T O A L L G O V E R N I N G C O D E S A N D O R D I N A N C E S U N D E R W H I C H T H E Y A R E P E R F O R M E D .
4 . T H E G E N E R A L C O N T R A C T O R S H A L L L A Y O U T A L L W O R K A N D B E R E S P O N S I B L E T O V E R I F Y A L L D I M E N S I O N S B D E T A I L S
P R I O R T O S T A R T I N G C O N S T R U C T I O N .
5 . F I G U R E D D I M E N S I O N S T A K E P R E C E D E N C E O V E R S C A L E D D R A W I N G S , E X C E P T W H E R E N O T E D
6 . I T S H A L L B E T H E G E N E R A L C O N T R A C T O R S R E S P O N S I B I L I T Y A S C O O R D I N A T O R T O C H E C K A L L D I M E N S I O N S A N D D E T A I L S
O N S H O P D R A W I N G S B E F O R E S U B M I S S I O N T O T H E A R C H I T E C T .
7 . T H E G E N E R A L C O N T R A C T O R S H A L L C O O R D I N A T E A N D V E R I F Y W I T H O W N E R T H E L O C A T I O N S O F A N Y I N T E R I O R A N D
E X T E R I O R M U S I C A N D K O R P A G I N G S Y S T E M , C O N T R O L P A N E L S , S P E A K E R S , A S S O C I A T E D E Q U I P M E N T , E T C . A N D S H A L L
C O O R D I N A T E T H E I N S T A L L A T I O N A C C O R D I N G L Y W I T H T H E E L E C T R I C A L C O N T R A C T O R
B . T H E G E N E R A L C O N T R A C T O R S H A L L C O O R D I N A T E W I T H T H E O W N E R A R T W O R K L O C A T I O N S A N D P R O V I D E F I R E T R E A T E D
I N - W A L L B L O C K I N G A S R E W I R E D .
9 . P R O V I D E S I B ' D E N S - S H I E L D M O I S T U R E R E S I S T A N T W A L L B O A R D S H E A T H I N G A T A L L W E T A R E A W A L L L O C A T I O N S .
1 0 . A L L D I M E N S I O N S A R E T A K E N T O F A C E O F F R A M I N G U N L E S S O T H E R W I S E N O T E D .
1 1 . P R O V I D E P R E S S U R E T R E A T E D W O O D A T A L L F R A M I N G A N D B L O C K I N G L O C A T I O N S W H E R E W O O D I S I N C O N T A C T W I T H
C O N C R E T E .
1 2 . A L L P L Y W O O D S H E A T H I N G A N D C O N C E A L E D I N - W A L L B L O C K I N G S H A L L B E F I R E T R E A T E D
1 3 . O M I T G Y P S U M W A L L B O A R D S H E A T H I N G O N T H E C H A S E S I D E O F A L L N E W L Y C O N S T R U C T E D W A L L S .
1 4 . G . C . S H A L L C O O R D I N A T E A L L F L O O R S P I T C H T O D R A I N S
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SIGNAITUR13-
WEEKES RESIDENCE
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2520 AVENUE AU SOLEIL
TOWN OF GULF STREAM
MATCH EXISTING RAFTER TAILS OW) OVATE WALL AND ROOF AT
EXISTING GARAGE
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SCALEI/32'=1'-0
CODE NOTES
CONSTRUCTION PPE TYPE III
OCCUPANCY PPE R-3
LEVEL OF ALTERATION: III
C006:
FLORIDA BUILDING CODE: 2020 ED. RESIDENML/E%IST.
ASCE 7-10, NEC 2017
DESIGN PARAMETERS
1) BASIC WIND SPEED (WINO VELOCITY) DESIGNED FOR =
170 MPH NEC. (WILD
139.4 MPH REQ.(VAED)
2) RISK CATEGORY II
3) BUILDING DESIGN: ENCLOSED
♦) NND IMPORTANCE FACTOR 1.0
5J INTERNAL PRESSURE COEFFICIENT = 1 5
6) EKPOSORE = 'D'
7) WIND LOAD AS PER 1603.1.4 F.B.0
AND GEOGRAPHICDESIGNCRITERIA TABLE
NAGE
GROUND
WIND
SMGEOGR IC
JECT TO M
SNOW
DESIGN
DESIGN
TEMP
FLOOD
HAZARDS
SPEED (MPH)
WEATHERING
FROST LIN
TERMITES
LOAD
CATEGORY
DEPTH
N/A
170
N/A
NEGLIGABLE
N/A
VERY HEAVY
54
X - 6
NOTES
1. SUBJECT PROPERTY IS LOCATED IN FEMA FLOOD ZONE X: +6 FT FLOOD ELEV.
2. SUBJECT PROPERTY IS LOCATED WITHIN A WINDBORNE DEBRIS REGION, LMI IMPACT RATED
WINDOWS AND DOORS ARE REQUIRED..
3. SUBJECT PROPERTY IS LOCATED WITHIN A HIGH VELOCITY HURRICANE ZONE HVHZ .
RS-P PLACE
AU SOLEIL ZONING CRITERIA
SITE DEVELOPMENT
REGULATIONS FOR THE RS-P DISTRICT.
ALLOWED/MINIMUM
EMSTING
PROPOSED
LOT AREA
LOT AREA = 18,992.16 SO FE
NO CHANGE
GROSS FLOOR AREA
GROSS FLOOR AREA = 4,616.17 SO FT
5.542.44 SO FT
HARDSCAPED AREA
10.495 SO FT
11,268 SO FT
LANDSCAPED AREA = 40%
8,823 SO FT (46,45%)
8,049.58 (42.38%)
FLOOR AREA BAD = .33
FLOOR AREA RATIO = 143
292
FRONT YARD SETBACK = 30 FT
FRONT YARD SEIM = 42.6 FT
NO CHANGE
REAR YARD SETBACK = 20 FT
REAR YARD SETBACK = 52.4'
HOME: 31.8 FT, PAVILION: 21.75 FT
STREET SIDE YARD SETBACK = 20 FT
SIDE YARD SETBACK = 24.9'
20.1 FT
SOUTH S1DE YARD SETBACK = 15 FT/30% OF LOT
SIDE YARD SETBACK 11.9'
17.65 FT/302%
MAX ROOF HEIGHT = 20'-G•
ROOF HEIGHT 14'-10'
NO CHANGE
PROPOSED ADDITION = 435 SF
PROPOSED PAVIUON = 306 SF
ROOF OVERHANGS = 24' VON
REAR PA70 OVERHANG: 185.27 GSF
(37054/2)
1 -It ,
'
- MEN=
EXIS1lNG LANDSC.
11
TO REMAIN (TYP)
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Dr, Rod Romcki, Architect
ALA, NCARB. DARCK T FFT7 AP
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278 NEWPORT R
DFF-ItFI RF In BP.ACH FL 33442
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®
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Dr. Rod Romckl, Architect
T® W.I.C.
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2680
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ALA, NCARB, D.ARCH• L FFiD AP
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EXISTING WINDOWS
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I
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EXISTING WINDOWS
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9._2.
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PROPOSED FLOOR PLAN
WINDOW OPNG
I
I
NEW SEE
SCALE :1 /4"=1'
1 3�
MECHAANICALNICAL PUN
ALTERATION LEVEL III
2520 AVENUE AU SOLEIL
DELRAY BEACH, FL 33483
Tma PROPOSED FLOOR PLAN
DAIS PROTECT' 140.E
4/15/21 2101
8 ` 2 IHLAWM N"
AS NOTED
d 9DRATYN H1n
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NORTH NrRRR 1F\1
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9IOfU11UR&
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NEW BARREL TILE ROOF TO MATCH
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B.O. FASCIA
ELEV- 10'-9"
B.D. FASCIA
ELEV- 8'-0" ////[
DEMO EXISTING ROOF J
NEW CMU ELK WALL -
W/ STUCCO FINISH TO
MATCH EXISTING
LEV-
FINISHED FLOOR
0'-6" -
AUG' NEW NIP RIDGE IN
EXISRNG MAIN HOME GABLE NEW
RIDGE.
�3.5"
12'
1 ) PROPOSED WEST ELEVATION
SCALE:1 /4"=1'
PROPOSED NORTH ELEVATION
SCALE '.1 /4"=1'
T.O. RIDGE
ELEV= 14'-9"
8.O. FASCIA
ELEV= 10'-9'
8.O. FASCIA
ELEV-
NEW CMU BLK WALL -
W/ STUCCO FINISH TO
MATCH EXISTING
FINISHED FLOOR
V=
_
12"
5) PROPOSED SOUTH ELEVATION
SCALE:1 /4"=1'
T.O. RIDGE
ELEV= 14'-9"
8.O. FASCIA
ELEV= 10'-9"
13.5"
12"
NEW LOW SLOPE EPDM -
ROOF CANTILEVERED OVER
EXISNNG POOL PATIO
NEW STUCCO OVER NEW
BEAM SPANNING ACROSS
ENLARGED OPENING O
SUDING GLASS DOORS
�I�I
III
III
III
III
III
III
III
II
ICI
ICI
III
III
III
III
III
III
III
II
ICI
III
III
III
III
III
III
III
II
ICI
DEMO EXIST. WINDOWS AND
REPLACE WITH NEW SLIDING
GLASS PANEL DOOR
NEW CHIMNEY
NEW BARREL TILE ROOF TO MATCH
EXISTING �
REMOVE EXIST. WINDOWS-
h INFILL W/ CMU BLK WALL
k INRLL W/ CMU BLK WALL
II 11' I� '•I
REMOVE EXIST. WINDOWS-
& INFILL W/ CMU BLK WALL
ALIGN NEW HIP RIDGE WITH
�3.5" YEXLSHNG MAIN HOME CABLE
12" RIDGE.
-IXISfING GABLE -ENO OF
MAIN ROOF TO REMAIN
DATE
IKIM NUMM kP9=
I g
Dr. Russell Rosicki, Architect
AX& 14CARB, 13ARCH. 11 F1F'17") AP
(SOLE PROPRIEMM
Z78 14EWPOK1r R
j)F.F-VX FT D AFAC FI F - 33442
VO E : 954.-3R-W ff40@DE93NRARctmHC7LC
1 I xISSD I
FOR ARPB
YHP PLAN
N
NEW CHIMNEY AUGN NEW HIP RIDGE WITH
BEYOND EXISITNG MNN HOME GABLE ALTERATION LEVEL III
EXISTING BARREL TILE ROOF TO �� RIDGE.
REMAIN
- �,r,n�v-:+-v�,r7,-,.-..nr:+".r^:nnr-�n+�.r�.r,nr-.nr.+u�nr<nnr"•.r•�^,.�^:r.nr.n.r�r.r`.+,,rt.�.Irv.n.n,^,.n�•�n.�rrr�r,-.r'u'•+-�.r, ,r-..tin,
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FINISHED FLOOR W
"rLEXLSTING:WINDOW
EV= 0'-6.
4) EXISTING EAST ELEVATION
SCALE:1 /4"=1'
NEW BARREL TILE ROOF TO MATCH
EXISTING
2520 AVENUE AU SOLEIL
DELRAY BEACH, FL 33483
FL A%.i018LT DR RIM92L RO•CM
SIG94ATl1RE,
NEW 5/8" APA RATED EXTERIOR PLYWOOD SHEATHING
SHALL BE FASTENED PER R-4409.2.3 & HAVE A PANEL
SPAN RATING OF 32/16 OR GREATER. PLYWOOD
SHEATHING SHALL BE NAILED TO SUPPORTS WITH 8D RING
SHANK NAILS- HAVING A SPACING MIN. OF 6" O.C. AT
PANEL EDGES & AT INTERMEDIATE SUPPORTS. NAIL
KEEP EXISTING
SPACING SHALL BE 4" O.C. AT ENDS WITH EITHER 8D
MAIN ROOF W/
RING SHANK NAILS OR 10D COMMON NAILS.)
BARREL TILES
NEW LOW SLOPE
T.O. RIDCE
EPDM ROOF
ELEV- 14'-10'
�3.5"
12"
1/4' SLOPE
KEEP EXISTING
B.O. FASCIA
COLLAR TIES
ACROSS MAIN
REPAINT CEILING TO
II
NEW BEAM HANGERS 0 EXISTING R/
V- B'-o'
GABLE
MATCH EXISTING
Ilrl I
I U I 1 NEW STEEL FLITCH PLATE BEAM
DEMO EXISTING
1
I 1 NEW 6%6%ib STEEL TUBE '
�i
WALL
POST EMBEDDED WALLS
Iluil BEYOND o
IIINN'H''!!MM!!1 SUNR�OM
11101
EXISTING
9TT AREA
EXISTING
I 1
I 1 NEW #5 BARS ® 8" OC W/ MIN -
11011
V�N�
I I 1 48" SPLICE & HOOK DOWN INTO
FOOTING
FINISHED FLOOR
ELEV- 0'-6-
(:
1 ) CROSS SECTION @ MIDPOINT OF HOME
SCALE:1 /4"=1'-O"
NEVI' R-30 BATT INSULATI(
NU-VUE STRAP NVTA 16
ko. RIDGE FLORIDA APPROVAL
EV- 74'-9' 16294-R2 1136# UPLIFT
W/ (7) 10D NAILS. USE
AT EA SIDE OF TRUSSES
-VENTED RIDGE CAP
12
PRCH: M4i 3.5
CH ENI�NG
t`
NEW 5/8" APA RATED EXTERIOR PLYWOOD SHEATHING
SHALL BE FASTENED PER R- 409.2.3 & HAVE A PANEL
SPAN RATING OF 32/16 OR GREATER. PLYWOOD
SHEATHING SHALL BE NAILED TO SUPPORTS WITH BD RING
MIN. R-30 CLOSED CELL SPRAY FOAM APPLIED IN
CONFORMANCE WITH ASTM C 1029 ® UNDERSIDE OF
ROOF SHEATHING (TYP/ENCAPSULATED ASSEMBLY).
NEW (2)1.75%14 LVL BEAMS ® 48" OC
(CLAD -WRAP W/ WOOD VENEER ON INTERIOR)
2 1/2" TONGUE AND GROVE WOOD
DECK, SPANS 48" OVER LVL BEAMS
PT WD 2X4 STRIPS ® 12" OC
W/ WOVEN WIRE MESH &
STUCCO FINISH ® UNDERSIDE OF
SOFFIT
2"%42" STRIP SCREEN FOR
VENTING 19 48" ON CENTER
8X160-5/13 MASONRY BLOCK
POURED SOLID ID 48" OC W/
3500 PSI MORTAR W/ #5
VERTICAL BARS
EXISTING CONCRETE SLAB
5 VERTICAL BARS
O 48' O.C.
8' CMU WALL
CMU PARTIALLY GROUTED.
— FOR RDNF. SEE D`T�-
PLANS & SECTIONS 8' DUR-O-WAL MIN. 9G HORIZONTAL
REINFORCING O 16' O.C. ❑C2NM NDAMER.' AJR597277
r ------ __ -i PLAN VIEW
1 15 VERTICAL BARS •
D `. � :?. i 9 48' D.G.
L------- ---i 8' CMU PARTIALLY GROUTED. GTs i q rT
MASONRY COflNER: 3 CBLS
MIN. REINF. WITH 15 BARS Dr. Russell Rosicki, Architect
IN FULLY GROUTED CELLS 8' DUR-O-WAL 9GA HORIZONTAL
(1YP. ALL LL AROUND) PLAN VIEW [RFIIFIRIINI O lfi' Of.
AEA. NC.&". D.ARCI-I, r .Fn AP
Q(SOLE PROPR(IEPORJ
MASONRY REINFORCING DETAILS
SCALE: NTS 278 PTEWPORT R
DFnrt7-Tn3 n BF -kCH F . 33442
VOICE : 954-311-9A lNPO@DE'SX NRARCfR1EMCOAA
ROOF TRUSS ENGINEERED BY OTHERS
�CONC. TIEBM W/ W5 BARS TOP/BOTT
$3 STIRRUPS O 12" OC, LION ON TIEBM SCHED.
NEW HOLD-DOWN PER ROOF PLAN
3500 PSI B" CONIC. BLOCK WITH MINIMUM
(1) g5 EACH CELL O 48" OC DOWN
@_,jl-BM DETAIL
E: fv TS
NQ I DATE I SURIM049014 I
SHANK NAILS- HAVING A SPACING MIN. OF 6" O.C. ATPANEL
EDGES & AT INTERMEDIATE SUPPORTS. NAILFASCIA
CEILING/ SPACING SHALL BE 4" O.C. AT ENDS WITH ETHER 8DELEV= 10'-B' TRUSSES RING SHANK NAILS OR 10D COMMON NAILS.)
7AU
ENGINEER
NEW STUCCO OVER ro
CONCRETE BLOCK TO MATCH I
EXISTING/ ADJACENT HOME
IN ALL ASPECTS
ER
N BEDROOM
N
Q
�p
K
0
FOR REINF. OFFSET SEE
PLANS & SECTIONS
X BARS
(KEEP, VIF)
OPENEND
ALSO LF UNIT
ACCEPTABLE
XEY PLAN,
to
FINISHED FLOOR
-,�•
6.
NOTE: EXISTING FILLED CMU CELLS TO BE
VERIFIED BY CONTRACTOR. IF UNGROUTED
GROUTED CELL 8' C.M.U.
#5 IN CELLS
CELLS ARE FOUND ADJACENT TO NEW CMU
.�
1'-6"
(TYPICAL ALL WALLS)
ADJACENT
TO OPENING
WALLS, MORTAR FILL W/ TYPE-S, MIN
350OPSI (SEE FLOOR PLAN FOR LOC.)
Z ) CROSS SECTION @ MASTER BEDROOM ADDITION
J SCALE:1/4"=1'-O'
KEEP EXISTING ROOF BEAMS
• 8'-0" OC VIF
DEMO EXISTING ROOF
II II II jl II II II I
NEW BARREL TILE ROOF TO MATCH
II I II U I
II II i
L—
EXISTING
`
B.O. FASCIA
10._9.
KEEP EXISTING
4
COLLAR TIES (TYP)
`
NEW Bx12 LINTEL WITH 2 #5
BARS
NEW STUCCO OVER CONCRETE BLOCK
EXISTING
LIVING ROOM
NEW to
BEDROOI�i�IURSERY
TO MATCH EXISTING/ ADJACENT
HOME IN ALL ASPECTS
®
[�{]
EXISTING MASONRY BLOCK WALL
EXISTING FOUNDATION AND
CONCRETE SLAB
IN FLOOR
CROSS
SECTION @ MASTER
BEDROOM
ADDITION
SCALE:1/4"=1'-C"
NEA R-30 BATT I
NU-VUE STRAP NVTA 16
FLORIDA APPROVAL
16294-132 1136# UPUFT
W/ (7) 10D NAILS. USE
AT EA SIDE OF TRUSSES
B.O. FASCIA IfELEV- 10'-9"
DEMO EXISTING
FINISHED FLOOR —
EL
SCALE:1/4"=1'-O"
/)BAR SPLICE DTL
SCALE: NTS
VENTED RIDGE CAP
(ti) PLAN DTL @OPENING G)- FILL CELL DETAIL
SCALE: NTS SCALE: NTS
NEW 5/8" APA RATED EXTERIOR PLYWOOD SHEATHING
SHALL BE FASTENED PER R-4409.2.3 & HAVE A PANEL
SPAN RATING OF 32/16 OR GREATER. PLYWOOD
SHEATHING SHALL BE NAILED TO SUPPORTS WITH BD RING
SHANK NAILS- HAVING A SPACING MIN. OF 6" O.C. AT
PANEL EDGES & AT INTERMEDIATE SUPPORTS. NAIL
SPACING SHALL BE 4" O.C. AT ENDS WITH EITHER BD
RING SHANK NAILS OR 10D COMMON NAILS.)
NEW STUCCO OVER CONCRETE BLOCK
TO MATCH EXISTING/ ADJACENT
HOME IN ALL ASPECTS
2X8 PRESSURE TREATED WOOD MOUNTED TO WALL
WITH 1/2" ANCHOR BOLT O 16" O.C. STAGGERED.
@ MASTER BEDROOM ADDI
-NEW 1/2" TYPE-X
NEW FILLED CELLS TYP AT JAMBS
GYP BD
1x P.T. BLOCKING ALL SIDES
WHERE SHOWN
1X4 P.T. BUCK (MIN. WIDTH OF
FRAME), FASTEN TO MASONRY W/
1/4" x 3 1/4" TAPCONS, 3" FROM
ENDS & B" O.C. & USE PL ADHESIVE
NEW ALUM DOOR
SEE PLAN
FRAME SHALL FULLY BEAR
ON BUCK
ANCHOR DOOR PER PRODUCT
APPROVAL
WHITE FINISH, COORD W/ OWNER
UQUID SEAL MEMBRANE FLASHING
BY GPC APPLIED TECHNOLOGIES: PROVIDE SILICONE SEALANT
PERM -A -BARRIER, AAMA 714-12: BOTH SIDES
APPLIED PER MANUF. SPECS.
(OR APPROVED EQUAL D.K.) STUCCO REVEAL (MATCH EXISTING HOME)
10 DOOR BUCK DETAIL
SCALE: NTS
ALTERATION LEVEL III I
2520 AVENUE AU SOLEIL
DELRAY BEACH, FL 33483
CROSS SECTIONS &
DETAILS
DAM
PROIBCr NOv
4/15/21
2101
SCAM
DRAWNLI NO.:
AS NOTED
DRAWN ND
RLS
A-4
EDBr
RRR
1 OF 2
TERMITE TREATMENT OF SOILS
IS R O IR D S GENERAL NOTES
& PROVIDE CERTIFICATION TO CITY AND
ARCHITECT TO DOCUMENT COMPLIANCE,
N, AAOO$'6 La RDMIRL ROOM
ffiONAIXTRD
NEW 5" THK 3000 PSI PC SLAB ON GRADE W/ 1.4X1.4X6 WWM. USE 10 MIL MOISTURE
BARRIER OVER CRUSHED/COMPACTED GRAVEL
#6 BARS DOWELED ® 40" CID OR AS SHOWN W/ 5-1OF EMBEDMENT
EA WAY (TYP FOR THIS SYMBOL). USE EPDXY COATED BARS WHEN
DOWELING BTWN NEW SLABS & EXISTING STEM WALLS. USE REGULAR
UNCOATED BARS WHERE FOOTERS MEET & AT NEW EXTERIOR STEM
WALL ADJACENCY TO NEW SLABS ON GRADE.
l 5) FOUNDATION PLAN
SCALE :1 /4"=1'-0"
NEW 4" THK. CONC. SLAB ELEVATED
OVER EXISTING CONCRETE SLAB. SEE
CROSS SECTION FOR MORE INFO
D2' a' e'
1/4" = 1-0"
NORTH
LAUNDRY EXISTING BEDROOM
(SLAB GRADE)
EXISTING FOUNDATION FOR EXISTING
-- FOR BASE
E SPECS
SEE -- FOR BASE
PLATE SPECS
#6 BARS DOWELED 0 40" OC OR AS SHOWN W/ 5" OF EMBEDMENT
EA WAY (TYP FOR THIS SYMBOL). USE EPDXY COATED BARS WHEN
DOWELING BTWN NEW SLABS & EXISTING STEM WALLS. USE REGULAR
UNCOATED BARS WHERE FOOTERS MEET & AT NEW EXTERIOR STEM
WALL ADJACENCY TO NEW SLABS ON GRADE.
EXISTING HOME
(SLAB OGRADE)
EXISTING FOUNDATION FOR EXISTING
1 2 CONTROL
1.3 H OR 25' J INT SPACING
GARAGE
WHICHEVER IS LESS
PLAN UYOUT
DAM
IJX:PNSE NUMBER AR97227
OONTROL JOINT SPAC!NC
3/4•
�RAKE
CTS
I
�"W 2. 1 4 MIN.
EXTERIOR FACE W-3/8 BACKER ROD
EXISTING GARAGE
DETAIL r, AND SEALANT
Dr, Russell Rosicki Architect
(SLAB ON GRADE)
3/8•
AIA" NCARB" DAlkC 3K T 32R1'] AP
INTERIOR FACE
(SOLE PROPRILIMR)
278 IVEWPORT P.
Ds?TMF n�E i� HgpCI4 FT- 33442
RAKE 1/4•
VOICE : 95F311-948 INlPO@DE9C0NRARCHrM=COM
DETAIL
30# FELT DETAIL A
ENCHNISElt
-
SAME BAR SIZE
AS VERTICAL STOP LONGITUDINAL
WALL REINFORCED WIRES AT ALL C.J. S
INTERIOR FACE
EXTERIOR FACE
MORTAR FULL DETAIL B
NQ
DIAT6
SEMAMON
NOTE: THE USE OF STANDD
AND HALF UNITS WITH 30 FELT
OR SASH BLOCK UNITS
_
O4.27.21
ISSUED FOR ARPB
KEY IS A CONTRACTOR'S OPTION. GROUT FULL.
Q�,-QQNTRQL JOINT DETAILS
E: TUTS
EXISTING PERIMETER CMU
FOUNDATION WALL W/
24" WIDE R.C.
CONTINUOUS FOOTING
�B•
B•
OPEN END
UNIT-�
THIS DETAIL SIMILAR FOR 48" 0.
NOTE: SEE PLANS & ELEVATIONS
FOR INFlLL CMU LOCATIONS.
Q,L-FILL DETAIL
ALE: TUTS
UNIT
KEY PLAN -
ALTERATION LEVEL III
2520 AVENUE AU SOLEIL
DELRAY BEACH, FL 33483
FOUNDATION PLAN
& DETAILS
nA1Ev
PROIEL7' Nay
4/15/21
2101
BGNE
DRAWING, NCV
AS NOTED
DRAWN BY
RLS
A-5
C�Byk
RRR
SEMI NOJ
1 OF 2
NU-VUE STRAP NVTA 16 -
FLORIDA APPROVAL 16294-R2
1514# UPLIFT W/ (5) 100
NAILS. USE DBL STRAPS
FL ARCIB'IBLT EL R0IIIIIE1, ROME
SIONATURR
L --P . . . J-
- i �r_T—r�TTTT! _FTT11�
i� i!!! !�
li i i i i i iM i i l i i l l i l l OTTO j CHO OF USS 1R i i i i l i l l i i I i I I I I I i
.
�REATEk bRE2z4�FNEW
URRI4IRST
ER IS
4 J I I I I I I 1 9 I I I iis" 0.4.
TO ECURFj NEW j/z" 0
hYPE GYP. �BD. UI:DERNEATH I I I I I I I I I I in
I II I I I I I 10 I I I I I I � I I I I I I I I I I I I I I I I I I� I I I I I Ia I I
Y�1LJ
I I I I I I I I I I NEW 8XY R.c. CONTIr US
TIH BEAM W/ (1> #s A S I I I I I
T 1B, #3;STIRRLNS O ;,2 OC I I I I I I I I I I I
dKNRkNEV�Ml!yyHEY. IEHXXy
BERoovE/2DENS AS�jTEG NDW/
2VLGHT7 GAU{USTL E CHIM
UUSTESS E TO
I
TERMINATbN I I I I I I T I I I I
oA OVE R OF RI GE. K P FL MIN FIR ANY'
I i l i i i i i i i C3MBUST�LE 9 �" i l i i i i i i i
I _LL _L� L i— L '^ L_ 1_1
jI—H _T _F _FT T I I I
S
3'-6"
TFW
2 I TUBE STL COLUMNS, SEE — — — — — —
DETAL A-6/3 TUBE STL COLUMNS SEE
A-4 I DETAIL A-6/3
NEW BX14 R.C. CONTINUOUS I
TIE BEAM W/ (4) #5 BARS _ _ _ _ _ _ _ _
T/B, #3 STIRRUPS O 12"OC
— — —,— — EXISTING ROOF FRAMING TO
I
REMAIN (TIMBER BEAMS)
11 L._._._._ -
J
WW
NEW 2-1.75%14 LVL ROOF BEAMS OC.I
— - ---_--� �=
"I 1 4" SLOPE Z
PER FOOT 30
0
........ ...... ...... ......
o_
2
NEW DRIP EDGE AT PRESSURE _ . _ . _ . _ . _ . _ . _ . _ . _ . - — - — - — - — - — - + I m
TREATED FASCIA BOARD w
EXISTING CMU BLK WALL 13
& TIE -BEAM BELOW TO w
REMAIN U.O.N.
._._._._._.+I-._._._._._._._._. _. _. ._._._._ _ -
I Z
TUBE STL Z COLUMNS, SEE I
NOTE: INSTALL CROSS -BRACING & RUNNER I DETAIL A-6/3 I -
2X BRACING WHERE INDICATED ON TRUSS
DRAWINGS.
CROSS HATCHED AREA
INDICATES AREA ABOVE
RANGE TO BE VAULTED
CEILING
-.-.- -.. - - - -_ .�'- - -.- - I I
II ------
II
VERIFY
I
ROOF OVHG/CANTILVER 27 -1" VERIFY
1/4" = 1'-0"
NORTH
II II
EXISTING TRUSSES
TO REMAIN
1 ROOF PLAN
SCALE:1 /4"=1'
NOTE:
NOA APPROVALS TO BE
SUBMITTED BY CONTRACTOR
7'-0"
DAM
LJCENSE NUMM AR97227
#5 BAR UP O 40" OC IF
COURSES FORM
�ENDRAPET & SLOPING ABOVE OPIING GABLE
•
rr11I
Dr. Russell Licki, Architect
COURSES MAY ALSO BE ABOVE,
VARIES, SEE ELEVATIONS
+AFA NCARB, DARCA, 7 FF77 pp
(SOLE PROPREKMR)
NEW REINF. CONC. TIEBEAM
PER SCHEDULE. SEE PLAN FOR
LOC,
278 NEWPORT R
DF.FRFFRF D HFAACH F'I, 33442
(2)9X14.5X25X1/2 TOP CAP
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ALTERATION LEVEL III
2520 AVENUE AU SOLEIL
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& DETAILS
NEW POURED CONCRETE ELEVATED
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EDGE
DAM
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SCREWS MUST NOT
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SEALANT
MORE THAN 8" O.C.
ALL AROUND (TYP).
ANCHOR WINDOW UNIT TO
P.T. 1"X BUCK AS PER
MANUFACT. APPROVAL /
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SYECIR TIONS
USE UOUID SEAL MEMBRANE FLASHING
BY GPC APPUED TECHNOLOGIES;
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1 )WINDOW HEAD & SILL BUCK DETAIL
SCALE: NTS
DETAIL OCCURS @ NEW
OPENING IN EX WALLS
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WHERE NOTED ON ROOF PUN
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Dr, Russell Rostck Rrchect
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278 14EVVP'ORT R
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