DISEÑO CASA

100% CONSTRUCTION DOCUMENTS
MATEU ARCHITECTURE INC.
M A 1 6 0 1 B A L K A N M O D E L H O M E
PROJECT DESCRIPTION:
S E A L :
AA-26000522
8887 SW 131ST STREET, MIAMI, FLORIDA 33176
PH: 305-233-3304
FX: 305-233-3326
FEBRUARY 05 , 2019
ARMANDO M. RIZO, AIA LEED AP
AR0009956
· NEW TWO-STORY SINGLE FAMILY RESIDENCE
BOYNTON GOLF ESTATES
PALM BEACH COUNTY
C A S A
B A L K A N
PROJECT / OWNER:
ARCHITECTURE & DESIGN
L. TRIANA & ASSOCIATES, INC.
M/E/P ENGINEERING
CA #26644
9601 SOUTHWEST 56TH STREET, MIAMI, FLORIDA 33165
PH: 305-595-9765
FX: 305-596-1814
PROPERTY CONTROL NO. 00-42-45-11-00-000-7000
INTER RELATED CORP.
11111 BISCAYNE BLVD., SUITE 720
M I A M I , F L O R I D A 3 3 1 8 1
CFS ENGINEERING GROUP, INC.
STRUCTURAL CONSULTING ENGINEERS
CA #30725
185 NW 108TH STREET
MIAMI SHORES, FLORIDA 33168
PH: 305-423-6453

ARCHITECTURAL SYMBOLS LEGEND
MATERIAL SYMBOLS
DRAWING SYMBOLS
ARCHITECTURAL ABBREVIATIONS
INDEX OF DRAWINGS
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ARCHITECTURE INTERIOR DESIGN PLANNING
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S E A L :
THIS DRAWING IS THE PROPERTY OF MATEU
ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED FOR
BY CONTRACT. THE CONTENTS OF THIS DRAWING
ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED
TO ANY PARTY EXCEPT AS AUTHORIZED BY THE
A R C H I T E C T / E N G I N E E R S O F R E C O R D .
M A T E U A R C H I T E C T U R E I N C .
S H E E T : O F :
S H E E T T I T L E
R E V I S I O N S
P H A S E
F I L E N A M E :
P R O J E C T N O :
D R A W N B Y :
C H E C K E D B Y :
I S S U E D A T E :
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AR009957
BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
90%
CONSTRUCTION DOCUMENTS
STRUCTURAL ENGINEERING
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
MIAMI, FLORIDA 33165
TWO-STORY SINGLE FAMILY
HOUSE WITH AN OPTIONAL
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
Palm Beach County, Florida
0 0 - 4 2 - 4 5 - 1 1 - 0 0 - 0 0 - 7 0 0 0
B O Y N T O N G O L F
E S T A T E S
FEBRUARY 05, 2019
MA 1601
INDEX OF DRAWINGS,
ARCHITECTURAL
ABBREVIATIONS & SYMBOLS
G-001
M:1601 BALKANSHEETGNRLG-001.dwg
EM
AMR

GENERAL CONSTRUCTION REQUIREMENTS
GENERAL NOTES
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P H A S E
F I L E N A M E :
P R O J E C T N O :
D R A W N B Y :
C H E C K E D B Y :
I S S U E D A T E :
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AR009957
BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
90%
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
0 0 - 4 2 - 4 5 - 1 1 - 0 0 - 0 0 - 7 0 0 0
E S T A T E S
FEBRUARY 05, 2019
MA 1601
GENERAL NOTES
G-002
EM
AMR

APPLICATION FOR PAYMENT
MODIFICATION PROCEDURES
CONSTRUCTION PROGRESS
SHOP DRAWINGS
INSTRUCTION TO BIDDERS
GENERAL CONDITIONS
SUMMARY OF WORK
TEMPORARY FACILITIES/CONTROL
PRODUCTS & SUBSTITUTIONS
PROJECT CLOSEOUT
SITE WORK
CLEARING AND GRUBBING
EARTHWORK
SOIL TREATMENT
SITE UTILITIES
SECTION 01025
SECTION 01250
SECTION 01320
SECTION 01350
SECTION 00100
SECTION 00700
SECTION 01010
SECTION 01500
SECTION 01600
SECTION 01700
SECTION 02000
SECTION 02110
SECTION 02200
SECTION 02280
SECTION 02800
SPECIFICATIONS
CONSTRUCTION WASTE MANAGEMENT SECTION 01505
SELECTIVE DEMOLITION /
DISMANTLING / SALVAGE SECTION 01736
CONCRETE WORK SECTION 03300
CONCRETE SEALER SECTION 03700
MASONRY
STRUCTURAL STEEL
SECTION 04200
SECTION 05120
METAL FRAMING
METAL FABRICATIONS
WOOD TREATMENT
SECTION 05400
SECTION 05500
SECTION 06070
SECTION 06100
ROUGH CARPENTRY
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S E A L :
S H E E T : O F :
S H E E T T I T L E
R E V I S I O N S
P H A S E
F I L E N A M E :
P R O J E C T N O :
D R A W N B Y :
C H E C K E D B Y :
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AR009957
BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
90%
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
0 0 - 4 2 - 4 5 - 1 1 - 0 0 - 0 0 - 7 0 0 0
E S T A T E S
FEBRUARY 05, 2019
MA 1601
SPECIFICATIONS
G-003
EM
AMR

SPECIFICATIONS
FINISH CARPENTRY SECTION 06200
CUSTOM CASEWORK SECTION 06400
BUILDING INSULATION SECTION 07200
SECTION 07500
ROOFING (B.U.R.)
SUBMITTALS:
SECTION 07900
SEALANT
SECTION 08210
WOOD DOORS
SECTION 08700
FINISH HARDWARE
SECTION 08710
FINISH HARDWARE
PAINTING SECTION 09900
TILE FLOORING SECTION 09631
SECTION 09250
GYPSUM DRYWALL
GLASS AND GLAZING SECTION 08800
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D R A W N B Y :
C H E C K E D B Y :
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AR009957
BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
90%
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
0 0 - 4 2 - 4 5 - 1 1 - 0 0 - 0 0 - 7 0 0 0
E S T A T E S
FEBRUARY 05, 2019
MA 1601
SPECIFICATIONS
G-004
EM
AMR

SPECIFICATIONS
SECTION 11300
EQUIP & FURNISHING INSTALLATION
SECTION 16400
ELECTRICAL SYSTEM
SECTION 15500
HVAC SYSTEM
SECTION 15400
PLUMBING SECTION
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AR009957
BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
90%
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
0 0 - 4 2 - 4 5 - 1 1 - 0 0 - 0 0 - 7 0 0 0
E S T A T E S
FEBRUARY 05, 2019
MA 1601
SPECIFICATIONS
G-005
EM
AMR

Hypoluxo Road
Le Chalet Blvd.
Jog
Road
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City of Boynton
Golf Course
SITE
L-19 canal
E
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BEING A PORTION OF SECTION 11, TOWNSHIP 45 SOUTH, RANGE 42 EAST, PALM BEACH COUNTY, FLORIDA.
THIS INSTRUMENT PREPARED BY
WILLIAM J WRIGHT
PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NUMBER 6868
2263 NW 3RD AVE, BOCA RATON, FL 33431
WWW.WRIGHTPSM.COM (772) 538-1858
SHEET 1 OF 2
CONTROL No. = 2003-086
DEDICATION AND RESERVATIONS:
KNOW ALL MEN BY THESE PRESENTS THAT CREG, LLC, A FLORIDA LIMITED LIABILITY COMPANY, OWNER
OF THE LAND SHOWN HEREON AS BOYNTON GOLF ESTATES, BEING A PORTION OF SECTION 11,
TOWNSHIP 45 SOUTH, RANGE 42 EAST, PALM BEACH COUNTY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHWEST ONE-QUARTER (SW 1/4) OF SECTION 11,
SOUTHWEST ONE-QUARTER (SW 1/4) OF SECTION 11, TOWNSHIP 45 SOUTH, RANGE 42 EAST, FOR A
ONE-QUARTER (NE 1/4) OF THE NORTHEAST ONE-QUARTER (NE 1/4) OF THE SOUTHWEST ONE-QUARTER
(SW 1/4) OF SECTION 11, TOWNSHIP 45 SOUTH, RANGE 42 EAST, A DISTANCE OF 80.18 FEET, TO A POINT
ON A LINE PARALLEL TO AND 80.00 FEET WEST OF, AS MEASURED AT RIGHT ANGLES TO, THE EAST LINE
OF THE SOUTHWEST ONE-QUARTER (SW 1/4) OF SECTION 11, TOWNSHIP 45 SOUTH, RANGE 42 EAST,
ALSO KNOWN AS THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED PARCEL; THENCE
NORTHEAST ONE-QUARTER (NE 1/4) OF THE SOUTHWEST ONE-QUARTER (SW 1/4) OF SECTION 11,
THE WEST LINE OF THE NORTHEAST ONE-QUARTER (NE 1/4) OF THE NORTHEAST ONE-QUARTER (NE 1/4)
OF THE SOUTHWEST ONE-QUARTER (SW 1/4) OF SECTION 11, TOWNSHIP 45 SOUTH, RANGE 42 EAST, A
SOUTH OF, AS MEASURED AT RIGHT ANGLES TO, THE NORTH LINE OF THE SOUTHWEST ONE-QUARTER
(SW 1/4) OF SECTION 11, TOWNSHIP 45 SOUTH, RANGE 42 EAST A DISTANCE OF 582.05 FEET; THENCE
ANGLES TO, THE EAST LINE OF THE SOUTHWEST ONE-QUARTER (SW 1/4) OF SECTION 11, TOWNSHIP 45
SOUTH, RANGE 42 EAST A DISTANCE OF 612.14 FEET TO THE POINT OF BEGINNING.
CONTAINING 8.16 ACRES, MORE OR LESS.
HAVE CAUSED THE SAME TO BE SURVEYED AND PLATTED AS SHOWN HEREON AND DO HEREBY
DEDICATE AS FOLLOWS:
1. PRIVATE STREET TRACTS:
TRACT G, AS SHOWN HEREON, IS HEREBY RESERVED FOR THE LYNX GOLF ESTATES HOMEOWNERS
ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, FOR PRIVATE STREET PURPOSES AND OTHER
PURPOSES NOT INCONSISTENT WITH THIS RESERVATION AND IS THE PERPETUAL MAINTENANCE
OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS, WITHOUT RECOURSE TO PALM
BEACH COUNTY.
2. WATER MANAGEMENT TRACTS:
TRACT D, AS SHOWN HEREON, IS HEREBY RESERVED FOR THE LYNX GOLF ESTATES HOMEOWNERS
ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, FOR STORMWATER MANAGEMENT AND DRAINAGE
PURPOSES AND IS THE PERPETUAL MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS
SUCCESSORS AND ASSIGNS, WITHOUT RECOURSE TO PALM BEACH COUNTY.
3. OPEN SPACE TRACTS:
TRACTS OS-B, OS-C, AND OS-E, AS SHOWN HEREON, ARE HEREBY RESERVED FOR THE LYNX GOLF
ESTATES HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, FOR OPEN SPACE
PURPOSES AND ARE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS
4. LANDSCAPE BUFFER TRACTS:
TRACT F, AS SHOWN HEREON, IS HEREBY RESERVED FOR THE LYNX GOLF ESTATES HOMEOWNERS
ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, FOR LANDSCAPE AND BUFFER PURPOSES AND IS
THE PERPETUAL MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS,
WITHOUT RECOURSE TO PALM BEACH COUNTY.
5. RECREATION AREA:
TRACT A, AS SHOWN HEREON, IS HEREBY RESERVED FOR THE LYNX GOLF ESTATES HOMEOWNERS
ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, FOR RECREATIONAL PURPOSES AND IS THE
PERPETUAL MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS,
6. LIMITED ACCESS EASEMENTS:
THE LIMITED ACCESS EASEMENTS AS SHOWN HEREON ARE HEREBY DEDICATED TO THE BOARD OF
COUNTY COMMISSIONERS OF PALM BEACH COUNTY, FLORIDA, FOR THE PURPOSE OF CONTROL AND
JURISDICTION OVER ACCESS RIGHTS.
7. DRAINAGE AND LAKE MAINTENANCE EASEMENTS:
THE DRAINAGE EASEMENTS AS SHOWN HEREON ARE HEREBY DEDICATED IN PERPETUITY FOR
DRAINAGE PURPOSES. THE MAINTENANCE OF ALL DRAINAGE FACILITIES LOCATED THEREIN SHALL BE
THE PERPETUAL MAINTENANCE OBLIGATION OF THE LYNX GOLF ESTATES HOMEOWNERS ASSOCIATION,
INC., ITS SUCCESSORS AND ASSIGNS, WITHOUT RECOURSE TO PALM BEACH COUNTY.
THE LAKE MAINTENANCE EASEMENT AS SHOWN HEREON IS HEREBY RESERVED FOR THE LYNX GOLF
ESTATES HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, FOR ACCESS TO
STORMWATER MANAGEMENT AND DRAINAGE FACILITIES LOCATED WITHIN THE ASSOCIATED WATER
MANAGEMENT TRACT FOR PURPOSES OF PERFORMING ANY AND ALL MAINTENANCE ACTIVITIES
PURSUANT TO THE MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS SUCCESSORS AND ASSIGNS,
PALM BEACH COUNTY SHALL HAVE THE RIGHT, BUT NOT THE OBLIGATION, TO CONSTRUCT AND
MAINTAIN ANY PORTION OF THE DRAINAGE SYSTEM ENCOMPASSED BY THIS PLAT WHICH IS
ASSOCIATED WITH THE DRAINAGE OF PUBLIC STREETS, INCLUDING THE RIGHT TO UTILIZE FOR PROPER
PURPOSES ANY AND ALL DRAINAGE, LAKE MAINTENANCE, AND LAKE MAINTENANCE ACCESS
EASEMENTS, AND PRIVATE STREETS ASSOCIATED WITH SAID DRAINAGE SYSTEM.
8. LANDSCAPE BUFFER EASEMENTS:
LANDSCAPE BUFFER EASEMENTS AS SHOWN HEREON, ARE HEREBY RESERVED FOR THE LYNX GOLF
ESTATES HOMEOWNERS ASSOCIATION, INC., ITS SUCCESSORS AND ASSIGNS, FOR LANDSCAPING AND
BUFFER PURPOSES AND IS THE PERPETUAL MAINTENANCE OBLIGATION OF SAID ASSOCIATION, ITS
9. GENERAL UTILITY EASEMENTS:
THE UTILITY EASEMENTS RUNNING ADJACENT AND PARALLEL TO PUBLIC STREETS, THE TRACTS FOR
PRIVATE ROAD PURPOSES AND DRIVEWAY/PARKING TRACTS, AS SHOWN HEREON, ARE NON-EXCLUSIVE
EASEMENTS AND ARE HEREBY DEDICATED IN PERPETUITY TO THE PUBLIC FOR THE INSTALLATION,
OPERATION, MAINTENANCE, REPAIR, EXPANSION AND REPLACEMENT OF UTILITIES, BOTH PUBLIC AND
PRIVATE, INCLUDING, BUT NOT LIMITED TO, POTABLE WATER PIPELINES, RAW WATER PIPELINES,
WASTEWATER PIPELINES, RECLAIMED WATER PIPELINES, ELECTRIC POWER LINES,
TELECOMMUNICATIONS LINES, CABLE TELEVISION LINES, GAS LINES, AND RELATED APPURTENANCES.
THE INSTALLATION OF CABLE TELEVISION SYSTEMS SHALL NOT INTERFERE WITH THE CONSTRUCTION
AND MAINTENANCE OF OTHER UTILITIES. IN THE EVENT A CABLE TELEVISION COMPANY DAMAGES THE
FACILITIES OF A PUBLIC UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. IF OTHERWISE
APPROVED BY PALM BEACH COUNTY, NO BUILDINGS, STRUCTURES, IMPROVEMENTS, TREES, WALLS OR
FENCES SHALL BE INSTALLED WITHIN THESE EASEMENTS WITHOUT THE PRIOR WRITTEN APPROVAL OF
THE PALM BEACH COUNTY WATER UTILITIES DEPARTMENT, ITS SUCCESSORS AND ASSIGNS.
ALL TRACTS FOR PRIVATE STREET PURPOSES, AND DRIVEWAY/PARKING TRACTS, AS SHOWN HEREON,
ARE HEREBY SUBJECT TO AN OVERLYING NON-EXCLUSIVE EASEMENT DEDICATED IN PERPETUITY TO
THE PUBLIC FOR THE INSTALLATION, OPERATION, MAINTENANCE, REPAIR, EXPANSION AND
REPLACEMENT OF UTILITIES, BOTH PUBLIC AND PRIVATE, INCLUDING, BUT NOT LIMITED TO
STORMWATER FACILITIES, POTABLE WATER PIPELINES, RAW WATER PIPELINES, WASTEWATER
PIPELINES, RECLAIMED WATER PIPELINES, ELECTRIC POWER LINES, TELECOMMUNICATION LINES,
CABLE TELEVISION LINES, GAS LINES, AND RELATED APPURTENANCES. THE INSTALLATION OF CABLE
TELEVISION SYSTEMS SHALL NOT INTERFERE WITH THE CONSTRUCTION AND MAINTENANCE OF OTHER
UTILITIES. IN THE EVENT A CABLE TELEVISION COMPANY DAMAGES THE FACILITIES OF A PUBLIC UTILITY,
IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. IF OTHERWISE APPROVED BY PALM BEACH
COUNTY, NO BUILDINGS, STRUCTURES, IMPROVEMENTS, TREES, WALLS OR FENCES SHALL BE
INSTALLED WITHIN THESE TRACTS WITHOUT THE PRIOR WRITTEN APPROVAL OF THE PALM BEACH
COUNTY WATER UTILITIES DEPARTMENT, ITS SUCCESSORS AND ASSIGNS.
10. PALM BEACH COUNTY UTILITY EASEMENT:
THE PALM BEACH COUNTY UTILITY EASEMENTS IDENTIFIED ON THE PLAT HEREON ARE EXCLUSIVE
EASEMENTS AND ARE HEREBY DEDICATED IN PERPETUITY TO PALM BEACH COUNTY, ITS SUCCESSORS
AND ASSIGNS, FOR THE INSTALLATION, OPERATION, MAINTENANCE, REPAIR, EXPANSION AND
REPLACEMENT OF POTABLE WATER PIPELINES, RAW WATER PIPELINES, WASTEWATER PIPELINES,
RECLAIMED WATER PIPELINES, AND RELATED APPURTENANCES. THE MAINTENANCE OF THE LAND
UNDERLYING THESE EASEMENTS SHALL BE A PERPETUAL OBLIGATION OF THE PROPERTY OWNER. IF
OTHERWISE APPROVED BY PALM BEACH COUNTY, NO BUILDINGS, STRUCTURES, IMPROVEMENTS,
TREES, WALLS OR FENCES SHALL BE INSTALLED WITHIN THESE EASEMENTS WITHOUT THE PRIOR
WRITTEN APPROVAL OF THE PALM BEACH COUNTY WATER UTILITIES DEPARTMENT, ITS SUCCESSORS
AND ASSIGNS.
IN WITNESS WHEREOF, THE ABOVE-NAMED LIMITED LIABILITY COMPANY HAS CAUSED THESE PRESENTS
TO BE SIGNED BY ITS MANAGER, AND ITS COMPANY SEAL TO BE AFFIXED HERETO BY AND WITH THE
AUTHORITY OF ITS BOARD OF DIRECTORS, THIS _____ DAY OF _______________, 20___.
CREG, LLC, A FLORIDA LIMITED LIABILITY COMPANY
BY NAMBA ONE STAR LLC, A FLORIDA LIMITED LIABILITY COMPANY, AS MANAGER
BY INTER RELATED CONSTRUCTION SERVICES CORP., A FLORIDA CORPORATION, AS MANAGER
BY:________________________________
HERMANN ZINGG, MANAGER
WITNESS: __________________________________
PRINT NAME:
WITNESS: __________________________________
PRINT NAME:
ACKNOWLEDGEMENT
STATE OF ( )
COUNTY OF ( )
BEFORE ME PERSONALLY APPEARED HERMANN ZINGG, WHO IS PERSONALLY KNOWN TO ME, OR HAS
PRODUCED ___________________ AS IDENTIFICATION, AND WHO EXECUTED THE FOREGOING
INSTRUMENT AS MANAGER OF INTER RELATED CONSTRUCTION SERVICES CORP., A FLORIDA
CORPORATION, AND SEVERALLY ACKNOWLEDGED TO AND BEFORE ME THAT HE EXECUTED SUCH
INSTRUMENT AS SUCH OFFICER OF SAID CORPORATION, AND THAT THE SEAL AFFIXED TO THE
FOREGOING INSTRUMENT IS THE CORPORATE SEAL (IF AVAILABLE) OF SAID CORPORATION AND THAT IT
WAS AFFIXED TO SAID INSTRUMENT BY DUE AND REGULAR CORPORATE AUTHORITY, AND THAT SAID
INSTRUMENT IS THE FREE ACT AND DEED OF SAID CORPORATION.
WITNESS MY HAND AND OFFICIAL SEAL THIS ____ DAY OF______________, 20 _____.
MY COMMISSION EXPIRES: ___________ ____________________________
DANIA S. FERNANDEZ - NOTARY PUBLIC
ACCEPTANCE OF RESERVATIONS
STATE OF FLORIDA
COUNTY OF _______________________
THE LYNX GOLF ESTATES HOMEOWNERS ASSOCIATION, INC. HEREBY ACCEPTS THE DEDICATIONS OR
RESERVATIONS TO SAID ASSOCIATION AS STATED AND SHOWN HEREON, AND HEREBY ACCEPTS ITS
MAINTENANCE OBLIGATIONS FOR SAME AS STATED HEREON, DATED THIS _______________ DAY OF
____________________ , 20 ____.
THE LYNX GOLF ESTATES HOMEOWNERS ASSOCIATION, INC.
A FLORIDA CORPORATION NOT FOR PROFIT
BY INTER RELATED CONSTRUCTION SERVICES CORP., A FLORIDA CORPORATION, AS PRESIDENT
BY:________________________________
HERMANN ZINGG, AS MANAGER
WITNESS: ______________________
PRINT NAME:
WITNESS: ______________________
PRINT NAME:
ACKNOWLEDGEMENT
STATE OF ( )
COUNTY OF ( )
BEFORE ME PERSONALLY APPEARED HERMANN ZINGG, WHO IS PERSONALLY KNOWN TO ME, OR HAS
PRODUCED ___________________ AS IDENTIFICATION, AND WHO EXECUTED THE FOREGOING
INSTRUMENT AS MANAGER OF INTER RELATED CONSTRUCTION SERVICES CORP., A FLORIDA
CORPORATION, PRESIDENT OF THE LYNX GOLF ESTATES HOMEOWNERS ASSOCIATION, INC., AND
SEVERALLY ACKNOWLEDGED TO AND BEFORE ME THAT HE EXECUTED SUCH INSTRUMENT AS SUCH
OFFICER OF SAID CORPORATION, AND THAT THE SEAL AFFIXED TO THE FOREGOING INSTRUMENT IS
THE CORPORATE SEAL (IF AVAILABLE) OF SAID CORPORATION AND THAT IT WAS AFFIXED TO SAID
INSTRUMENT BY DUE AND REGULAR CORPORATE AUTHORITY, AND THAT SAID INSTRUMENT IS THE
FREE ACT AND DEED OF SAID CORPORATION.
WITNESS MY HAND AND OFFICIAL SEAL THIS _________ DAY OF____________________, 20 _______.
MY COMMISSION EXPIRES: ________________ ___________________________________
DANIA S. FERNANDEZ - NOTARY PUBLIC
TITLE CERTIFICATION
STATE OF FLORIDA
COUNTY OF____________________
I, DAVID B. NORRIS, A DULY LICENSED ATTORNEY IN THE STATE OF FLORIDA, DO HEREBY CERTIFY THAT
I HAVE EXAMINED THE TITLE TO THE HEREON DESCRIBED PROPERTY; THAT I FIND THE TITLE TO THE
PROPERTY IS VESTED IN CREG, LLC, A FLORIDA LIMITED LIABILITY COMPANY; THAT THE CURRENT
TAXES HAVE BEEN PAID; AND THAT ALL PALM BEACH COUNTY SPECIAL ASSESSMENT ITEMS, AND ALL
OTHER ITEMS HELD AGAINST SAID LANDS HAVE BEEN SATISFIED; THAT THERE ARE NO MORTGAGES OF
RECORD; AND THAT THERE ARE ENCUMBRANCES OF RECORD BUT THOSE ENCUMBRANCES DO NOT
PROHIBIT THE CREATION OF THE SUBDIVISION DEPICTED BY THIS PLAT.
DATED:
DAVID B. NORRIS, ESQ.
ATTORNEY-AT-LAW LICENSED IN FLORIDA
SURVEYOR & MAPPER'S CERTIFICATE:
THIS IS TO CERTIFY THAT THE PLAT SHOWN HEREON IS A TRUE AND
CORRECT REPRESENTATION OF A SURVEY MADE UNDER MY
RESPONSIBLE DIRECTION AND SUPERVISION; THAT SAID SURVEY IS
ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF; THAT
PERMANENT REFERENCE MONUMENTS ("P.R.M.S") HAVE BEEN
PLACED AS REQUIRED BY LAW, AND THAT PERMANENT CONTROL
POINTS ("P.C.P.S"), AND MONUMENTS ACCORDING TO SEC. 177.091(9),
F.S., WILL BE SET UNDER THE GUARANTEES POSTED WITH THE PALM
BEACH COUNTY BOARD OF COUNTY COMMISSIONERS FOR THE
REQUIRED IMPROVEMENTS; AND, FURTHER, THAT THE SURVEY DATA
COMPLIES WITH ALL THE REQUIREMENTS OF CHAPTER 177, FLORIDA
STATUTES, AS AMENDED, AND THE ORDINANCES OF PALM BEACH
COUNTY, FLORIDA.
________________________________________
WILLIAM J. WRIGHT,
LICENSE NO. 6868, STATE OF FLORIDA
COUNTY ENGINEER:
THIS PLAT IS HEREBY APPROVED FOR RECORD PURSUANT TO PALM BEACH COUNTY
ORDINANCE 95-33, AND IN ACCORDANCE WITH SEC. 177.071(2), F.S.,
THIS ________ DAY OF ____________, 20___, AND HAS BEEN REVIEWED BY A PROFESSIONAL
SURVEYOR & MAPPER EMPLOYED BY PALM BEACH COUNTY IN ACCORDANCE WITH SEC.
177.081(1),F.S.
________________________________________
_____________________
COUNTY ENGINEER
SURVEYOR NOTES:
1. NO BUILDING OR ANY KIND OF CONSTRUCTION OF TREES OR
SHRUBS SHALL BE PLACED ON ANY EASEMENT WITHOUT
WRITTEN CONSENT OF ALL EASEMENT BENEFICIARIES AND ALL
APPLICABLE COUNTY APPROVALS OR PERMITS AS REQUIRED
FOR SUCH ENCROACHMENTS. THERE SHALL BE NO ABOVE
GROUND ENCROACHMENTS WHERE UTILITY EASEMENTS AND
LAKE MAINTENANCE EASEMENTS COINCIDE.
2. IN THOSE CASES WHERE EASEMENTS OF DIFFERENT TYPES
CROSS OR OTHERWISE COINCIDE, DRAINAGE EASEMENTS
SHALL HAVE FIRST PRIORITY, UTILITY EASEMENTS SHALL HAVE
SECOND PRIORITY, ACCESS EASEMENTS SHALL HAVE THIRD
PRIORITY, AND ALL OTHER EASEMENTS SHALL SUBORDINATE
TO THESE WITH THEIR PRIORITIES BEING DETERMINED BY USE
RIGHTS GRANTED.
3. ALL LINES INTERSECTING CIRCULAR CURVES ARE RADIAL
UNLESS OTHERWISE NOTED.
4. NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE
OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED
HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN
AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE
PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT
RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC
RECORDS OF PALM BEACH COUNTY.
5. BUILDING SETBACK LINES SHALL BE AS REQUIRED BY CURRENT
PALM BEACH COUNTY ZONING REGULATIONS.
SURVEYOR
COUNTY ENGINEER
THE LYNX GOLF ESTATES
HOMEOWNERS ASSOCIATION, INC
INTER RELATED CONSTRUCTION
SERVICES CORP.
DANIA S. FERNANDEZ
NOTARY
DANIA S. FERNANDEZ
NOTARY
FOR REFERENCE USE ONLY

P.O.C.
P.O.B.
Feet
1"=40'
80
40
0
20
THIS INSTRUMENT PREPARED BY
WILLIAM J WRIGHT
LICENSE NUMBER 6868
2263 NW 3RD AVE, BOCA RATON, FL 33431
WWW.WRIGHTPSM.COM (772) 538-1858
BEING A PORTION OF SECTION 11, TOWNSHIP 45 SOUTH,
RANGE 42 EAST, PALM BEACH COUNTY, FLORIDA.
SHEET 2 OF 2
CONTROL NO. = 2003-086
SCALE:
1"=40'
0
20
40
80
FEET
NOTICE: THIS PLAT, AS RECORDED IN ITS
GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF
THE SUBDIVIDED LANDS DESCRIBED HEREIN AND
WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN
AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL
FORM OF THE PLAT. THERE MAY BE ADDITIONAL
RESTRICTIONS THAT ARE NOT RECORDED ON THIS
PLAT THAT MAY BE FOUND IN THE PUBLIC
RECORDS OF THIS COUNTY.
FOR REFERENCE USE ONLY

PROPOSED NEW 2-STORY
SINGLE-FAMILY RESIDENCE
BALKAN MODEL HOME
LOT # 9
LOT # 10
TV
SUBDIVISION ZONING INFORMATION
GRADE LEGEND
LEGAL DESCRIPTION
SITE
DEVELOPMENT REGULATIONS INFORMATION
1
2
3
4
8 10
11
12
7
13
5
6
9
SITE PLAN & ZONING
INFORMATION
A-100
M:1601 BALKANSHEETARCHA-100.dwg
EM
AMR
P
R
O
J
E
C
T
N
O
R
T
H
LOCATION MAP
N.T.S
1
P
R
O
J
E
C
T
N
O
R
T
H
SITE PLAN
SCALE: 1/8" = 1' - 0"
1
M
A
T
E
U
I
N
C
O
R
P
O
R
A
T
E
D
A
R
C
H
I
T
E
C
T
U
R
E
S E A L :
S H E E T : O F :
S H E E T T I T L E
R E V I S I O N S
P H A S E
F I L E N A M E :
P R O J E C T N O :
D R A W N B Y :
C H E C K E D B Y :
I S S U E D A T E :
# 2 6 0 0 0 5 2 2
8
8
8
7
S
O
U
T
H
W
E
S
T
1
3
1
S
T
R
E
E
T
,
M
I
A
M
I
,
F
L
O
R
I
D
A
3
3
1
7
6
P
3
0
5
.
2
3
3
.
3
3
0
4
F
3
0
5
.
2
3
3
.
3
3
2
6
D
E
S
I
G
N
@
M
A
T
E
U
A
R
C
H
I
T
E
C
T
U
R
E
.
C
O
M
AR009957
BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
90%
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
0 0 - 4 2 - 4 5 - 1 1 - 0 0 - 0 0 - 7 0 0 0
E S T A T E S
FEBRUARY 05, 2019
MA 1601

TV
SHOWER PAN MEMBRANE:
GENERAL PLAN NOTES
TERMITE TREATMENT:
SHOWER ENCLOSURE:
M
A
T
E
U
I
N
C
O
R
P
O
R
A
T
E
D
A
R
C
H
I
T
E
C
T
U
R
E
S E A L :
S H E E T : O F :
S H E E T T I T L E
R E V I S I O N S
P H A S E
F I L E N A M E :
P R O J E C T N O :
D R A W N B Y :
C H E C K E D B Y :
I S S U E D A T E :
# 2 6 0 0 0 5 2 2
8
8
8
7
S
O
U
T
H
W
E
S
T
1
3
1
S
T
R
E
E
T
,
M
I
A
M
I
,
F
L
O
R
I
D
A
3
3
1
7
6
P
3
0
5
.
2
3
3
.
3
3
0
4
F
3
0
5
.
2
3
3
.
3
3
2
6
D
E
S
I
G
N
@
M
A
T
E
U
A
R
C
H
I
T
E
C
T
U
R
E
.
C
O
M
AR009957
BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
90%
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
0 0 - 4 2 - 4 5 - 1 1 - 0 0 - 0 0 - 7 0 0 0
E S T A T E S
FEBRUARY 05, 2019
MA 1601
P
R
O
J
E
C
T
N
O
R
T
H
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
GROUND FLOOR PLAN
1
GROUND FLOOR PLAN
A-101 GS
M:1601 BALKANSHEETARCHA-101gs.dwg
EM
AMR

TV
SHOWER PAN MEMBRANE:
GENERAL PLAN NOTES
TERMITE TREATMENT:
SHOWER ENCLOSURE:
M
A
T
E
U
I
N
C
O
R
P
O
R
A
T
E
D
A
R
C
H
I
T
E
C
T
U
R
E
S E A L :
S H E E T : O F :
S H E E T T I T L E
R E V I S I O N S
P H A S E
F I L E N A M E :
P R O J E C T N O :
D R A W N B Y :
C H E C K E D B Y :
I S S U E D A T E :
# 2 6 0 0 0 5 2 2
8
8
8
7
S
O
U
T
H
W
E
S
T
1
3
1
S
T
R
E
E
T
,
M
I
A
M
I
,
F
L
O
R
I
D
A
3
3
1
7
6
P
3
0
5
.
2
3
3
.
3
3
0
4
F
3
0
5
.
2
3
3
.
3
3
2
6
D
E
S
I
G
N
@
M
A
T
E
U
A
R
C
H
I
T
E
C
T
U
R
E
.
C
O
M
AR009957
BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
90%
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
0 0 - 4 2 - 4 5 - 1 1 - 0 0 - 0 0 - 7 0 0 0
E S T A T E S
FEBRUARY 05, 2019
MA 1601
P
R
O
J
E
C
T
N
O
R
T
H
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
SECOND FLOOR PLAN
1
SECOND FLOOR PLAN
A-102 GS
M:1601 BALKANSHEETARCHA-102gs.dwg
EM
AMR

ROOF "D"
ROOF "A"
ROOF "C.1"
ROOF "B"
2017 - FBC PLUMBING CODE, SIXTH EDITION, TABLE 1106.2
2014 - FBC PLUMBING CODE, SIXTH EDITION, TABLE 1106.2 (RAINFALL RATE 5"/HR @ 2% SLOPE)
GPM CONVERSION NOTE:
ROOF DRAINAGE NOTES:
SCUPPER NOTE:
ROOF DESCRIPTION:
SCUPPER 2" HEAD
SCUPPER 3" HEAD
ROOF "C.2"
M
A
T
E
U
I
N
C
O
R
P
O
R
A
T
E
D
A
R
C
H
I
T
E
C
T
U
R
E
S E A L :
S H E E T : O F :
S H E E T T I T L E
R E V I S I O N S
P H A S E
F I L E N A M E :
P R O J E C T N O :
D R A W N B Y :
C H E C K E D B Y :
I S S U E D A T E :
# 2 6 0 0 0 5 2 2
8
8
8
7
S
O
U
T
H
W
E
S
T
1
3
1
S
T
R
E
E
T
,
M
I
A
M
I
,
F
L
O
R
I
D
A
3
3
1
7
6
P
3
0
5
.
2
3
3
.
3
3
0
4
F
3
0
5
.
2
3
3
.
3
3
2
6
D
E
S
I
G
N
@
M
A
T
E
U
A
R
C
H
I
T
E
C
T
U
R
E
.
C
O
M
AR009957
BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
90%
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
0 0 - 4 2 - 4 5 - 1 1 - 0 0 - 0 0 - 7 0 0 0
E S T A T E S
FEBRUARY 05, 2019
MA 1601
ROOF PLAN, SCUPPER
AND DRAIN CALCULATIONS,
ROOF NOTES
A-103 GS
M:1601 BALKANSHEETARCHA-103 gs.dwg
RAG
AMR
ROOF PLAN
SCALE: 1/4"=1'-0"
1

TV
GENERAL LIGHTING NOTES
LEGEND
M
A
T
E
U
I
N
C
O
R
P
O
R
A
T
E
D
A
R
C
H
I
T
E
C
T
U
R
E
S E A L :
S H E E T : O F :
S H E E T T I T L E
R E V I S I O N S
P H A S E
F I L E N A M E :
P R O J E C T N O :
D R A W N B Y :
C H E C K E D B Y :
I S S U E D A T E :
# 2 6 0 0 0 5 2 2
8
8
8
7
S
O
U
T
H
W
E
S
T
1
3
1
S
T
R
E
E
T
,
M
I
A
M
I
,
F
L
O
R
I
D
A
3
3
1
7
6
P
3
0
5
.
2
3
3
.
3
3
0
4
F
3
0
5
.
2
3
3
.
3
3
2
6
D
E
S
I
G
N
@
M
A
T
E
U
A
R
C
H
I
T
E
C
T
U
R
E
.
C
O
M
AR009957
BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
90%
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
0 0 - 4 2 - 4 5 - 1 1 - 0 0 - 0 0 - 7 0 0 0
E S T A T E S
FEBRUARY 05, 2019
MA 1601
P
R
O
J
E
C
T
N
O
R
T
H
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
GROUND FLOOR REFLECTED PLAN
1 GROUND FLOOR
REFLECTED CEILING
PLAN
A-110 GS
M:1601 BALKANSHEETARCHA-110GS.dwg
EM
AMR

TV
GENERAL LIGHTING NOTES
LEGEND
M
A
T
E
U
I
N
C
O
R
P
O
R
A
T
E
D
A
R
C
H
I
T
E
C
T
U
R
E
S E A L :
S H E E T : O F :
S H E E T T I T L E
R E V I S I O N S
P H A S E
F I L E N A M E :
P R O J E C T N O :
D R A W N B Y :
C H E C K E D B Y :
I S S U E D A T E :
# 2 6 0 0 0 5 2 2
8
8
8
7
S
O
U
T
H
W
E
S
T
1
3
1
S
T
R
E
E
T
,
M
I
A
M
I
,
F
L
O
R
I
D
A
3
3
1
7
6
P
3
0
5
.
2
3
3
.
3
3
0
4
F
3
0
5
.
2
3
3
.
3
3
2
6
D
E
S
I
G
N
@
M
A
T
E
U
A
R
C
H
I
T
E
C
T
U
R
E
.
C
O
M
AR009957
BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
90%
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
0 0 - 4 2 - 4 5 - 1 1 - 0 0 - 0 0 - 7 0 0 0
E S T A T E S
FEBRUARY 05, 2019
MA 1601
P
R
O
J
E
C
T
N
O
R
T
H
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
SECOND FLOOR REFLECTED PLAN
1 SECOND FLOOR
REFLECTED CEILING
PLAN
A-111 GS
EM
AMR

EXTERIOR ELEVATIONS
A-201 GS
RAG
AMR
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
FRONT ELEVATION
1
M
A
T
E
U
I
N
C
O
R
P
O
R
A
T
E
D
A
R
C
H
I
T
E
C
T
U
R
E
S E A L :
S H E E T : O F :
S H E E T T I T L E
R E V I S I O N S
P H A S E
F I L E N A M E :
P R O J E C T N O :
D R A W N B Y :
C H E C K E D B Y :
I S S U E D A T E :
# 2 6 0 0 0 5 2 2
8
8
8
7
S
O
U
T
H
W
E
S
T
1
3
1
S
T
R
E
E
T
,
M
I
A
M
I
,
F
L
O
R
I
D
A
3
3
1
7
6
P
3
0
5
.
2
3
3
.
3
3
0
4
F
3
0
5
.
2
3
3
.
3
3
2
6
D
E
S
I
G
N
@
M
A
T
E
U
A
R
C
H
I
T
E
C
T
U
R
E
.
C
O
M
AR009957
BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
90%
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
0 0 - 4 2 - 4 5 - 1 1 - 0 0 - 0 0 - 7 0 0 0
E S T A T E S
FEBRUARY 05, 2019
MA 1601
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
LEFT SIDE ELEVATION
2

EXTERIOR ELEVATIONS
A-202 GS
RAG
AMR
M
A
T
E
U
I
N
C
O
R
P
O
R
A
T
E
D
A
R
C
H
I
T
E
C
T
U
R
E
S E A L :
S H E E T : O F :
S H E E T T I T L E
R E V I S I O N S
P H A S E
F I L E N A M E :
P R O J E C T N O :
D R A W N B Y :
C H E C K E D B Y :
I S S U E D A T E :
# 2 6 0 0 0 5 2 2
8
8
8
7
S
O
U
T
H
W
E
S
T
1
3
1
S
T
R
E
E
T
,
M
I
A
M
I
,
F
L
O
R
I
D
A
3
3
1
7
6
P
3
0
5
.
2
3
3
.
3
3
0
4
F
3
0
5
.
2
3
3
.
3
3
2
6
D
E
S
I
G
N
@
M
A
T
E
U
A
R
C
H
I
T
E
C
T
U
R
E
.
C
O
M
AR009957
BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
90%
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
0 0 - 4 2 - 4 5 - 1 1 - 0 0 - 0 0 - 7 0 0 0
E S T A T E S
FEBRUARY 05, 2019
MA 1601
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
RIGHT SIDE ELEVATION
2
S
C
A
L
E
:
1
/
4
"
=
1
'
-
0
"
REAR ELEVATION
1

SECTIONS
A-301
EM
AMR
S
C
A
L
E
:1
/
4
"=1
'-0
"
SECTION
1
M
A
T
E
U
I
N
C
O
R
P
O
R
A
T
E
D
A
R
C
H
I
T
E
C
T
U
R
E
S E A L :
S H E E T : O F :
S H E E T T I T L E
R E V I S I O N S
P H A S E
F I L E N A M E :
P R O J E C T N O :
D R A W N B Y :
C H E C K E D B Y :
I S S U E D A T E :
# 2 6 0 0 0 5 2 2
8
8
8
7
S
O
U
T
H
W
E
S
T
1
3
1
S
T
R
E
E
T
,
M
I
A
M
I
,
F
L
O
R
I
D
A
3
3
1
7
6
P
3
0
5
.
2
3
3
.
3
3
0
4
F
3
0
5
.
2
3
3
.
3
3
2
6
D
E
S
I
G
N
@
M
A
T
E
U
A
R
C
H
I
T
E
C
T
U
R
E
.
C
O
M
AR009957
BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
90%
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
0 0 - 4 2 - 4 5 - 1 1 - 0 0 - 0 0 - 7 0 0 0
E S T A T E S
FEBRUARY 05, 2019
MA 1601
S
C
A
L
E
:1
/
4
"=1
'-0
"
SECTION
2

SECTIONS
A-302
EM
AMR
S
C
A
L
E
:1
/
4
"=1
'-0
"
SECTION
1
M
A
T
E
U
I
N
C
O
R
P
O
R
A
T
E
D
A
R
C
H
I
T
E
C
T
U
R
E
S E A L :
S H E E T : O F :
S H E E T T I T L E
R E V I S I O N S
P H A S E
F I L E N A M E :
P R O J E C T N O :
D R A W N B Y :
C H E C K E D B Y :
I S S U E D A T E :
# 2 6 0 0 0 5 2 2
8
8
8
7
S
O
U
T
H
W
E
S
T
1
3
1
S
T
R
E
E
T
,
M
I
A
M
I
,
F
L
O
R
I
D
A
3
3
1
7
6
P
3
0
5
.
2
3
3
.
3
3
0
4
F
3
0
5
.
2
3
3
.
3
3
2
6
D
E
S
I
G
N
@
M
A
T
E
U
A
R
C
H
I
T
E
C
T
U
R
E
.
C
O
M
AR009957
BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
90%
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
0 0 - 4 2 - 4 5 - 1 1 - 0 0 - 0 0 - 7 0 0 0
E S T A T E S
FEBRUARY 05, 2019
MA 1601
S
C
A
L
E
:1
/
4
"=1
'-0
"
SECTION
2

SECTIONS
A-303
EM
AMR
S
C
A
L
E
:1
/
4
"=1
'-0
"
SECTION
1
M
A
T
E
U
I
N
C
O
R
P
O
R
A
T
E
D
A
R
C
H
I
T
E
C
T
U
R
E
S E A L :
S H E E T : O F :
S H E E T T I T L E
R E V I S I O N S
P H A S E
F I L E N A M E :
P R O J E C T N O :
D R A W N B Y :
C H E C K E D B Y :
I S S U E D A T E :
# 2 6 0 0 0 5 2 2
8
8
8
7
S
O
U
T
H
W
E
S
T
1
3
1
S
T
R
E
E
T
,
M
I
A
M
I
,
F
L
O
R
I
D
A
3
3
1
7
6
P
3
0
5
.
2
3
3
.
3
3
0
4
F
3
0
5
.
2
3
3
.
3
3
2
6
D
E
S
I
G
N
@
M
A
T
E
U
A
R
C
H
I
T
E
C
T
U
R
E
.
C
O
M
AR009957
BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
90%
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
0 0 - 4 2 - 4 5 - 1 1 - 0 0 - 0 0 - 7 0 0 0
E S T A T E S
FEBRUARY 05, 2019
MA 1601
S
C
A
L
E
:1
/
4
"=1
'-0
"
SECTION
2

M
A
T
E
U
I
N
C
O
R
P
O
R
A
T
E
D
A
R
C
H
I
T
E
C
T
U
R
E
S E A L :
S H E E T : O F :
S H E E T T I T L E
R E V I S I O N S
P H A S E
F I L E N A M E :
P R O J E C T N O :
D R A W N B Y :
C H E C K E D B Y :
I S S U E D A T E :
# 2 6 0 0 0 5 2 2
8
8
8
7
S
O
U
T
H
W
E
S
T
1
3
1
S
T
R
E
E
T
,
M
I
A
M
I
,
F
L
O
R
I
D
A
3
3
1
7
6
P
3
0
5
.
2
3
3
.
3
3
0
4
F
3
0
5
.
2
3
3
.
3
3
2
6
D
E
S
I
G
N
@
M
A
T
E
U
A
R
C
H
I
T
E
C
T
U
R
E
.
C
O
M
AR009957
BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
90%
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
0 0 - 4 2 - 4 5 - 1 1 - 0 0 - 0 0 - 7 0 0 0
E S T A T E S
FEBRUARY 05, 2019
MA 1601
EXTERIOR ENLARGED STAIR
PLANS, SECTIONS,
AND DETAILS
A-401
RAG
AMR
SECOND FLOOR ENLARGED STAIR PLAN
SCALE: 1/2"=1'-0"
1
STAIR ASSEMBLY DETAIL
SCALE: 1 1/2"=1'-0"
5
ENLARGED STAIR SECTION
SCALE: 1/2"=1'-0"
3
ENLARGED STAIR ELEVATION
SCALE: 3"=1'-0"
4
GUARD RAIL DETAIL
SCALE: 3/4"=1'-0"
6
STAIR GUARD RAIL MOUNTING DETAIL
SCALE: 3"=1'-0"
7

M
A
T
E
U
I
N
C
O
R
P
O
R
A
T
E
D
A
R
C
H
I
T
E
C
T
U
R
E
S E A L :
S H E E T : O F :
S H E E T T I T L E
R E V I S I O N S
P H A S E
F I L E N A M E :
P R O J E C T N O :
D R A W N B Y :
C H E C K E D B Y :
I S S U E D A T E :
# 2 6 0 0 0 5 2 2
8
8
8
7
S
O
U
T
H
W
E
S
T
1
3
1
S
T
R
E
E
T
,
M
I
A
M
I
,
F
L
O
R
I
D
A
3
3
1
7
6
P
3
0
5
.
2
3
3
.
3
3
0
4
F
3
0
5
.
2
3
3
.
3
3
2
6
D
E
S
I
G
N
@
M
A
T
E
U
A
R
C
H
I
T
E
C
T
U
R
E
.
C
O
M
AR009957
BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
90%
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
0 0 - 4 2 - 4 5 - 1 1 - 0 0 - 0 0 - 7 0 0 0
E S T A T E S
FEBRUARY 05, 2019
MA 1601
INTERIOR ENLARGED STAIR
PLANS, SECTIONS,
AND DETAILS
A-402
RAG
AMR
SECOND FLOOR ENLARGED STAIR PLAN
SCALE: 1/2"=1'-0"
1
STAIR ASSEMBLY AND GUARDRAIL DETAIL
SCALE: 3/4"=1'-0"
4 ENLARGED STAIR SECTION
SCALE: 1/2"=1'-0"
3
FIRST FLOOR ENLARGED STAIR PLAN
SCALE: 1/2"=1'-0"
2

M
A
T
E
U
I
N
C
O
R
P
O
R
A
T
E
D
A
R
C
H
I
T
E
C
T
U
R
E
S E A L :
S H E E T : O F :
S H E E T T I T L E
R E V I S I O N S
P H A S E
F I L E N A M E :
P R O J E C T N O :
D R A W N B Y :
C H E C K E D B Y :
I S S U E D A T E :
# 2 6 0 0 0 5 2 2
8
8
8
7
S
O
U
T
H
W
E
S
T
1
3
1
S
T
R
E
E
T
,
M
I
A
M
I
,
F
L
O
R
I
D
A
3
3
1
7
6
P
3
0
5
.
2
3
3
.
3
3
0
4
F
3
0
5
.
2
3
3
.
3
3
2
6
D
E
S
I
G
N
@
M
A
T
E
U
A
R
C
H
I
T
E
C
T
U
R
E
.
C
O
M
AR009957
BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
90%
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
0 0 - 4 2 - 4 5 - 1 1 - 0 0 - 0 0 - 7 0 0 0
E S T A T E S
FEBRUARY 05, 2019
MA 1601
ROOF DETAILS
A-501
RAG
AMR
DETAIL
SCALE: 3"=1'-0"
1
DETAIL
SCALE: 3"=1'-0"
2
DETAIL
SCALE: 3"=1'-0"
3
DETAIL
SCALE: 3"=1'-0"
4
DETAIL
SCALE: 3"=1'-0"
5
NOT USED
SCALE: 3"=1'-0"
6
DETAIL
SCALE: 3"=1'-0"
7
DETAIL
SCALE: 3"=1'-0"
8

M
A
T
E
U
I
N
C
O
R
P
O
R
A
T
E
D
A
R
C
H
I
T
E
C
T
U
R
E
S E A L :
S H E E T : O F :
S H E E T T I T L E
R E V I S I O N S
P H A S E
F I L E N A M E :
P R O J E C T N O :
D R A W N B Y :
C H E C K E D B Y :
I S S U E D A T E :
# 2 6 0 0 0 5 2 2
8
8
8
7
S
O
U
T
H
W
E
S
T
1
3
1
S
T
R
E
E
T
,
M
I
A
M
I
,
F
L
O
R
I
D
A
3
3
1
7
6
P
3
0
5
.
2
3
3
.
3
3
0
4
F
3
0
5
.
2
3
3
.
3
3
2
6
D
E
S
I
G
N
@
M
A
T
E
U
A
R
C
H
I
T
E
C
T
U
R
E
.
C
O
M
AR009957
BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
90%
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
0 0 - 4 2 - 4 5 - 1 1 - 0 0 - 0 0 - 7 0 0 0
E S T A T E S
FEBRUARY 05, 2019
MA 1601
STOREFRONT DETAILS
A-502
RAG
AMR
GLAZING HEAD DETAIL
SCALE: 3"=1'-0"
1
GLAZING HEAD DETAIL
SCALE: 3"=1'-0"
2
GLAZING HEAD DETAIL
SCALE: 3"=1'-0"
3
GLAZING HEAD DETAIL
SCALE: 3"=1'-0"
4
GLAZING HEAD DETAIL
SCALE: 3"=1'-0"
5
GLAZING INTERMEDIATE DETAIL
SCALE: 3"=1'-0"
6
GLAZING COL. DETAIL
SCALE: 3"=1'-0"
7
DOOR SILL DETAIL
SCALE: 3"=1'-0"
8
GLAZING SILL DETAIL
SCALE: 3"=1'-0"
9
GLAZING SILL DETAIL
SCALE: 3"=1'-0"
10
GLAZING JAMB DETAIL
SCALE: 3"=1'-0"
11
DOOR JAMB DETAIL
SCALE: 3"=1'-0"
12
GLAZING JAMB DETAIL
SCALE: 3"=1'-0"
14
GLAZING COL. DETAIL
SCALE: 3"=1'-0"
15
INT. DOOR JAMB DETAIL
SCALE: 3"=1'-0"
16 GLAZING JAMB DETAIL
SCALE: 3"=1'-0"
13

M
A
T
E
U
I
N
C
O
R
P
O
R
A
T
E
D
A
R
C
H
I
T
E
C
T
U
R
E
S E A L :
S H E E T : O F :
S H E E T T I T L E
R E V I S I O N S
P H A S E
F I L E N A M E :
P R O J E C T N O :
D R A W N B Y :
C H E C K E D B Y :
I S S U E D A T E :
# 2 6 0 0 0 5 2 2
8
8
8
7
S
O
U
T
H
W
E
S
T
1
3
1
S
T
R
E
E
T
,
M
I
A
M
I
,
F
L
O
R
I
D
A
3
3
1
7
6
P
3
0
5
.
2
3
3
.
3
3
0
4
F
3
0
5
.
2
3
3
.
3
3
2
6
D
E
S
I
G
N
@
M
A
T
E
U
A
R
C
H
I
T
E
C
T
U
R
E
.
C
O
M
AR009957
BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
90%
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
0 0 - 4 2 - 4 5 - 1 1 - 0 0 - 0 0 - 7 0 0 0
E S T A T E S
FEBRUARY 05, 2019
MA 1601
EXTERIOR DOOR DETAILS
A-503
RAG
AMR
SLIDING HEAD DETAIL
SCALE: 3"=1'-0"
1
SLIDING HEAD DETAIL
SCALE: 3"=1'-0"
2
SLIDING HEAD DETAIL
SCALE: 3"=1'-0"
3
SLIDING HEAD DETAIL
SCALE: 3"=1'-0"
4
SLIDING SILL DETAIL
SCALE: 3"=1'-0"
5
SLIDING SILL DETAIL
SCALE: 3"=1'-0"
6
SLIDING SILL DETAIL
SCALE: 3"=1'-0"
7
SLIDING SILL DETAIL
SCALE: 3"=1'-0"
8
SLIDING JAMB DETAIL
SCALE: 3"=1'-0"
9
SLIDING JAMB DETAIL
SCALE: 3"=1'-0"
10
SLIDING JAMB DETAIL
SCALE: 3"=1'-0"
11
ALUM DOOR SILL DETAIL
SCALE: 3"=1'-0"
12

M
A
T
E
U
I
N
C
O
R
P
O
R
A
T
E
D
A
R
C
H
I
T
E
C
T
U
R
E
S E A L :
S H E E T : O F :
S H E E T T I T L E
R E V I S I O N S
P H A S E
F I L E N A M E :
P R O J E C T N O :
D R A W N B Y :
C H E C K E D B Y :
I S S U E D A T E :
# 2 6 0 0 0 5 2 2
8
8
8
7
S
O
U
T
H
W
E
S
T
1
3
1
S
T
R
E
E
T
,
M
I
A
M
I
,
F
L
O
R
I
D
A
3
3
1
7
6
P
3
0
5
.
2
3
3
.
3
3
0
4
F
3
0
5
.
2
3
3
.
3
3
2
6
D
E
S
I
G
N
@
M
A
T
E
U
A
R
C
H
I
T
E
C
T
U
R
E
.
C
O
M
AR009957
BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
90%
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
0 0 - 4 2 - 4 5 - 1 1 - 0 0 - 0 0 - 7 0 0 0
E S T A T E S
FEBRUARY 05, 2019
MA 1601
MISCELLANEOUS DETAILS
A-504
RAG
AMR
OVERHEARD DOOR DETAIL
SCALE: 3"=1'-0"
1
BASEBOARD DETAIL
SCALE: 3"=1'-0"
2
BASEBOARD DETAIL
SCALE: 3"=1'-0"
3
STUCCO REVEAL DETAIL
SCALE: 3"=1'-0"
4
OVERHEAD JAMB DETAIL
SCALE: 3"=1'-0"
5
PARTITION BACKING DETAIL
SCALE: 3"=1'-0"
6
EXT. SOFFIT DETAIL
SCALE: 3"=1'-0"
7
DRIVEWAY SLAB DETAIL
SCALE: 3"=1'-0"
8
SOFFIT DETAIL
SCALE: 3"=1'-0"
10 EXT. SLAB DETAIL
SCALE: 3"=1'-0"
9

ROOM FINISH SCHEDULE
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AR009957
BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
90%
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
0 0 - 4 2 - 4 5 - 1 1 - 0 0 - 0 0 - 7 0 0 0
E S T A T E S
FEBRUARY 05, 2019
MA 1601
ROOM FINISH
SCHEDULE AND
WALL TYPES
A-601 GS
JBG
AMR

STOREFRONT TYPES
DOOR TYPES
DOOR SCHEDULE
WINDOW TYPES
EMERGENCY EGRESS WINDOW DETAIL
EGRESS WINDOW DIAGRAM
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R E V I S I O N S
P H A S E
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AR009957
BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
90%
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
0 0 - 4 2 - 4 5 - 1 1 - 0 0 - 0 0 - 7 0 0 0
E S T A T E S
FEBRUARY 05, 2019
MA 1601
DOOR & WINDOW
SCHEDULE
A-602 GS
JBG
AMR

STRUCTURAL GENERAL NOTES
CODES AND SPECIFICATIONS
A. GENERAL BUILDING CODE
1. FLORIDA BUILDING CODE, 6TH EDITION (2017).
2. ASCE 7-10 STANDARD, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER
STRUCTURES.
B. CONCRETE
1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.
2. ACI 301-16 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS.
3. CRSI MANUAL OF STANDARD PRACTICE.
C. CONCRETE MASONRY
1. ACI 530-13 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES.
2. ACI 530.1-13 SPECIFICATION FOR MASONRY STRUCTURES.
D. STRUCTURAL STEEL
1. AISC 360-10 MANUAL OF STEEL CONSTRUCTION, 14TH EDITION.
2. ANSI/AWS D1.1-2010 STRUCTURAL WELDING CODE - STEEL.
E. WOOD
1. NDS-2015 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION
WITH 2015 NDS SUPPLEMENT BY THE AMERICAN WOOD COUNCIL.
F. CONFLICTS BETWEEN PUBLICATIONS WHERE CONFLICT EXIST BETWEEN THE
VARIOUS PUBLICATIONS AS SPECIFIED HEREIN. THE STRICTEST REQUIREMENTS OF
THE VARIOUS PUBLICATIONS SHALL GOVERN.
TYPICAL DETAILS
DETAILS LABELED "TYPICAL DETAILS" ON THE DRAWINGS APPLY TO ALL SITUATIONS
OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE
SPECIFICALLY DETAILED. SUCH DETAILS APPLY WHETHER OR NOT THEY ARE KEYED IN
AT EACH LOCATION.
DESIGN CRITERIA
A. LIVE LOADS
1. ROOFS: 30 PSF
2. SECOND FLOOR: 40 PSF
3. STAIRS: 40 PSF
4. BALCONIES/TERRACE: 60 PSF
B. DEAD LOADS / SUPERIMPOSED DEAD LOADS
DEAD LOAD OF MATERIALS ASSUMED IN THE DESIGN ARE AS SHOWN ON THE
DRAWINGS. ANY CHANGES IN CONSTRUCTION MATERIAL FROM THOSE SHOWN ON
THE ARCHITECTURAL, MEP OR STRUCTURAL DRAWINGS SHALL BE REPORTED TO
THE STRUCTURAL ENGINEER FOR VERIFICATION OF LOAD CARRYING CAPACITY OF
THE STRUCTURE.
1. SELF WEIGHT OF FRAMING MEMBERS
2. PARTITIONS: 15 PSF
3. FLOORING: 10 PSF
4. CEILING AND MECH.: 15 PSF
5. ROOFING: 10 PSF
C. WIND LOADS
1. BASED ON ASCE 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER
STRUCTURES.
2. BASIC WIND SPEED: 170 MPH
3. RISK CATEGORY: II
4. EXPOSURE: C
5. ENCLOSED BUILDING.
FOUNDATION
A. FOUNDATION - GENERAL
1. FOUNDATION DESIGN IS BASED ON THE "SUBSURFACE INVESTIGATION
REPORT FOR BOYNTON BEACH GOLF ESTATES, LOCATED AT WORRAL ROAD
AND HAVERHILL EXTENSION, BOYNTON BEACH, FL", PREPARED BY AMERICAN
TESTING MATERIALS ENGINEERING, LLC, DATED MARCH 24, 2016 AND REVISED
MAY 17, 2017.
2. ATTENTION IS CALLED TO CONTRACTOR FOR THE POTENTIAL OF
CONSTRUCTION DEWATERING OF EXCAVATIONS. DEWATERING IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR. REFER TO THE GEOTECHNICAL
REPORT FOR GROUND WATER ELEVATION MEASURED AT THE TIME BORINGS
WERE PERFORMED.
3. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ABOVE REFERENCE REPORT.
B. SPREAD FOOTING FOUNDATION
1. ALLOWABLE SOIL BEARING CAPACITY: 2,500 PSF
2. TOP OF FOOTING ELEVATIONS: AS SHOWN ON FOUNDATION PLAN.
3. THE BEARING STRATUM OF EACH SPREAD FOOTING SHALL BE PREPARED AS
SPECIFIED IN THE ABOVE MENTIONED GEOTECHNICAL REPORT, AND SHALL BE
INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO
POURING CONCRETE.
4. FOOTING EXCAVATION: FOOTINGS SHALL BE NEAT EXCAVATED WHERE
POSSIBLE WITH SIDES AND TOP EDGES FREE OF LOOSE OR WET MATERIALS.
WHERE NEAT EXCAVATION IS NOT POSSIBLE, FOOTING EXCAVATIONS SHALL
BE OPEN CUT WITH EDGES FORMED AND BRACED. THE BOTTOM EXCAVATION
SHALL BE CLEAN AND DRY, WITH ALL LOOSE MATERIAL REMOVED FOR AN
ESSENTIALLY FLAT BEARING SURFACE.
5. CONCRETE PLACEMENT:
a. WHERE POSSIBLE, CONCRETE PLACEMENT SHALL OCCUR
IMMEDIATELY AFTER FOOTING EXCAVATION AND PLACEMENT OF
REINFORCING STEEL CAGES. FOOTING EXCAVATIONS SHALL NOT BE
LEFT OVERNIGHT UNLESS A 2" UNREINFORCED SEAL (MUD) SLAB IS
PLACED AT THE BEARING ELEVATION IMMEDIATELY AFTER
EXCAVATION.
b. ANY FREE STANDING WATER SHALL BE PUMPED OUT OF THE
EXCAVATION PRIOR TO CONCRETE PLACEMENT.
c. ALL FOOTING CONCRETE SHALL BE VIBRATED AT PLACEMENT. THE TOP
OF ALL FOOTINGS SHALL BE SCREEDED LEVEL AND SMOOTH.
d. THERE SHALL BE NO HORIZONTAL OR VERTICAL CONSTRUCTION
JOINTS IN ANY FOOTINGS WITHOUT PRIOR ENGINEER APPROVAL AND
DESIGN.
6. UNLESS NOTED OTHERWISE, PROVIDE DOWELS IN FOUNDATIONS FOR ALL
WALLS AND COLUMNS OF SAME NUMBER AND SIZE AS THE VERTICAL
REINFORCEMENT. DOWELS SHALL BE ACCURATELY SET USING TEMPLATES.
TEMPLATES SHALL BE DETAILED AND SUBMITTED WITH THE FOOTING
REINFORCING STEEL SHOP DRAWINGS.
SLAB-ON-GRADE CONSTRUCTION
A. AREAS HAVING SLAB-ON-GRADE CONSTRUCTION SHALL FOLLOW THE
RECOMMENDATIONS OF "GUIDE TO CONCRETE FLOOR AND SLAB CONSTRUCTION"
ACI 302.1R-15 AND THE RECOMMENDATIONS GIVEN IN THE ABOVE REFERENCED
GEOTECHNICAL REPORT.
B. SUBGRADE PREPARATION:
1. AREAS WHERE SLAB-ON-GRADE CONSTRUCTION IS TO TAKE PLACE SHALL BE
STRIPPED TO SUFFICIENT DEPTH TO REMOVE ALL VEGETATION, TOP SOIL,
ORGANIC, OR OTHER UNSUITABLE MATERIALS FOR A DISTANCE OF 5 FEET
BEYOND EXTERIOR BUILDING LIMITS.
2. SUBGRADE SOILS SHALL BE SCARIFIED TO 6 INCH DEPTH (MINIMUM), PROOF
ROLLED AND COMPACTED TO 95 PERCENT MODIFIED PROCTOR MAXIMUM DRY
DENSITY (ASTM D1557) TO A DEPTH OF AT LEAST 12" BELOW THE COMPACTED
SURFACE.
3. ALL UNSUITABLE MATERIALS AND SOFT SPOTS SHALL BE EXCAVATED
APPROXIMATELY 2 FEET AND REPLACED WITH COMPACTED STRUCTURAL FILL.
4. SELECT FILL SHALL CONSIST OF EITHER CRUSHED LIMESTONE, OR AN
INORGANIC, NON-PLASTIC GRANULAR SOIL FREE OF DELETERIOUS MATTER,
DEBRIS AND ROCKS, CONTAINING LESS THAN 10 PERCENT MATERIAL PASSING
THE NO.200 MESH SIEVE. FILL SHALL BE PLACED IN LIFTS OF LESS THAN 8
INCHES AND COMPACTED TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM
DRY DENSITY (ASTM D1557).
C. PROVIDE A VAPOR BARRIER OF 10 MIL POLYETHYLENE SHEET OVER THE FINAL
PREPARED SUBGRADE PRIOR TO CONCRETE PLACEMENT. SEE ARCHITECTURAL
DRAWINGS FOR ADDITIONAL REQUIREMENTS.
D. REINFORCING STEEL:
1. ALL WELDED WIRE FABRIC SHALL BE FURNISHED IN FLAT SHEETS. LAP ENDS
AND SIDES OF WELDED WIRE FABRIC ONE CROSS WIRE SPACING PLUS 2" AT
SPLICES.
2. LAP CONTINUOUS REINFORCING STEEL 30 BAR DIAMETERS AT SPLICES BUT
NOT LESS THAN 12".
CONCRETE
A. ALL CONCRETE SHALL BE NORMAL WEIGHT WITH A MINIMUM 28 DAY COMPRESSIVE
STRENGTH OF 4,000 PSI.
B. SLUMP RANGE:
C. CONSTRUCTION JOINTS
1. ALL CONSTRUCTION JOINTS SHOWN ON THE DRAWINGS SHALL BE
INCORPORATED INTO THE STRUCTURE UNLESS THEIR ELIMINATION IS
APPROVED BY THE ARCHITECT/ENGINEER. ADDITIONAL CONSTRUCTION
JOINTS REQUIRED TO FACILITATE CONSTRUCTION SHALL BE LOCATED AT
POINTS OF MINIMUM SHEAR AND DETAILED ON SHOP DRAWINGS.
REINFORCEMENT SHALL PASS CONTINUOUSLY THROUGH JOINT AND
ADEQUATE SHEAR TRANSFER STEEL SHALL BE ADDED. SEE TYPICAL DETAILS.
2. ALL KEYS SHALL BE 2" x 4" NOMINAL UNLESS SHOWN OTHERWISE ON THE
DRAWINGS.
D. MISCELLANEOUS
1. ALL EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE CHAMFERED 3/4"
UNLESS SHOWN OTHERWISE ON THE ARCHITECTURAL DRAWINGS.
2. SEE ARCHITECTURAL AND MEP DRAWINGS FOR DOOR OPENINGS,
MISCELLANEOUS EMBEDDED ITEMS, CONCRETE FINISHES, AND OPENINGS
NOT SHOWN ON THE STRUCTURAL DRAWINGS.
CONCRETE FORM WORK AND SHORING
A. THE DESIGN, CONSTRUCTION, AND SAFETY OF ALL FORM WORK AND SHORING
SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ALL FORMS, FALSE
WORK, SHORES, RE-SHORES, BRACING AND OTHER TEMPORARY SUPPORTS SHALL
BE ENGINEERED TO SUPPORT ALL LOADS IMPOSED INCLUDING THE WET WEIGHT OF
CONCRETE, CONSTRUCTION EQUIPMENT, LIVE LOADS, LATERAL LOADS DUE TO
WIND, AND WET CONCRETE IMBALANCE. THE CONTRACTOR SHALL ALSO BE
RESPONSIBLE FOR DETERMINING WHEN TEMPORARY SUPPORTS AND OTHER
BRACING MAY BE SAFELY REMOVED.
B. THE DESIGN OF ALL CONCRETE SHORING SHALL BE PERFORMED BY A
PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA AND EMPLOYED
BY THE CONTRACTOR. SHORING DRAWINGS AND CALCULATIONS, SEALED BY THE
REGISTERED ENGINEER, SHALL BE SUBMITTED TO THE A/E AND THE BUILDING
DEPARTMENT.
C. CONCRETE MUST REACH THE FOLLOWING PERCENTAGES OF ITS 28-DAY
COMPRESSIVE STRENGTH BEFORE FORMS MAY BE REMOVED:
1. WALLS, COLUMNS, BEAM SIDES: 40%
2. SLAB/BEAM BOTTOM: 70%
REINFORCING STEEL
A. SPECIFICATION
1. REINFORCING STEEL: ASTM A615 GRADE 60
2. REINFORCING STEEL TO BE WELDED: ASTM A706
3. SMOOTH WELDED WIRE FABRIC. ASTM A185 (FLAT SHEETS)
4. DEFORMED WELDED WIRE FABRIC ASTM A497 (FLAT SHEETS)
5. DEFORMED BAR ANCHORS: ASTM A496
6. DUCTILE IRON INSERTS: ASTM A563
B. PLACEMENT OF WELDED WIRE FABRIC: WHEREVER WELDED WIRE FABRIC IS
SPECIFIED AS REINFORCEMENT IN SLABS, IT SHALL BE CONTINUOUS AND
PROPERLY LAPPED ONE CROSS WIRE SPACING PLUS 2" ACROSS THE ENTIRE
CONCRETE SURFACE AND NOT INTERRUPTED BY BEAMS OR GIRDERS.
C. REINFORCING STEEL COVER
1. FOUNDATION MEMBERS.
a. FOOTINGS: 2" TOP, 3" BOTTOM / SIDES
2. REINFORCED MEMBERS:
a. COLUMNS: 1 1/2"
b. BEAMS: 1 1/2"
c. SLABS: 3/4" (INTERIOR)
1 1/2" (EXTERIOR)
SPLICES IN REINFORCING STEEL
A. SPLICE NOTATION
CD - COMPRESSION DEVELOPMENT LENGTH, 22 BAR DIAMETERS
TD - TENSION DEVELOPMENT LENGTH.
CS - COMPRESSION SPLICE, 30 BAR DIAMETERS
A - CLASS "A" TENSION SPLICE.
B - CLASS "B" TENSION SPLICE.
B. WHERE LAP SPLICE CLASS IS NOT CALLED OUT ON THE DRAWINGS, USE CLASS "B"
SPLICE. WHERE DEVELOPMENT LENGTH, Ld, IS CALLED FOR ON THE DRAWINGS, USE
CLASS "A" SPLICE LENGTH.
C. LAP ALL WELDED WIRE FABRIC A MINIMUM DISTANCE OF ONE CROSS WIRE SPACING
PLUS 2 INCHES.
D. HOOK BARS AND DOWELS
1. ALL HOOKS SHOWN ON DRAWINGS SHALL BE STANDARD HOOKS, UNLESS
NOTED OTHERWISE. BAR LENGTHS GIVEN ON DRAWINGS DO NOT INCLUDE
LENGTH OF STANDARD HOOK.
2. PROVIDE DOWELS OF EQUAL SIZE TO THE REINFORCING IN ALL ADJACENT
ABUTTING CONCRETE COMPONENTS. DOWELS SHALL EXTEND TO FAR SIDE
MEMBER AND TERMINATE WITH A STANDARD HOOK.
E. SCHEDULED OR DETAILED REINFORCING STEEL SHALL NOT BE TACK WELDED.
WELDED REINFORCING STEEL SPLICES ARE NOT PERMITTED.
CONCRETE ANCHORS
A. ADHESIVE ANCHORS
1. ADHESIVE ANCHORS SHALL CONSIST OF A THREADED STEEL ROD MEETING
THE REQUIREMENTS OF ASTM A325 AND A SEALED GLASS CAPSULE
CONTAINING POLYESTER RESIN, QUARTZ SAND AGGREGATE AND A
HARDENER. NUTS AND WASHERS SHALL BE FURNISHED FROM THE
MANUFACTURER AND USED WITH THE BOLTS.
2. ADHESIVE ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS. PARTICULAR ATTENTION SHALL BE PAID TO
DRILLING OF HOLES, HOLE CLEANING AND PREPARATION, AND CURING.
B. EXPANSION BOLTS
1. EXPANSION BOLTS IN CONCRETE SHALL BE ONLY WEDGE TYPE EXPANSION
BOLTS. NUTS AND WASHERS SHALL BE FURNISHED FROM THE
MANUFACTURER AND USED WITH THE BOLTS.
2. EXPANSION BOLTS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS. PARTICULAR ATTENTION SHALL BE PAID TO
DRILLING OF HOLES AND BOLT TIGHTENING.
STRUCTURAL STEEL
A. SPECIFICATION
1. HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM A500
GRADE B STEEL.
2. WIDE FLANGE SECTIONS SHALL CONFORM TO ASTM A992 STEEL.
3. CHANNELS, ANGLES, PLATES AND BENT PLATES SHALL CONFORM TO ASTM
A36 STEEL.
B. HOT-DIP GALVANIZE AFTER FABRICATION ALL STRUCTURAL STEEL ITEMS AND THEIR
CONNECTIONS PERMANENTLY EXPOSED TO THE OUTSIDE.
C. WELDING:
1. SHOP AND FIELD WELDING SHALL CONFORM TO ANSI/AWS D1.1. MINIMUM
WELD SHALL BE 1/4" THICK THROAT.
2. ALL SHOP AND FIELD WELDS SHALL DEVELOP THE FULL TENSILE STRENGTH
OF THE MEMBER JOINED.
D. STRUCTURAL BOLTS AND THREADED FASTENERS:
1. MATERIALS:
a. BOLTS: ASTM A325 TYPE1, HIGH STRENTH BOLTS FOR STRUCTURAL
STEEL.
b. THREADED ROUND STOCK: ASTM A572 GRADE 50.
c. BOLTS AND NUTS, HIGH STRENGTH BOLTS: HEAVY HEX HEAD
CONFORMING TO ANSI STANDARDS B18.2.1 AND B18.2.2. NUTS SHALL
CONFORM TO ASTM A563, STANDARD SPECIFICATION FOR CARBON
AND ALLOY STEEL NUTS.
d. WASHERS: ALL WASHERS SHALL BE CIRCULAR, FLAT AND SMOOTH AND
SHALL CONFORM TO THE REQUIREMENTS OF TYPE "A" WASHERS IN
ANSI STANDARD B2.3.1. WASHERS FOR HIGH STRENGTH BOLTS SHALL
BE HARDENED AND CONFORM TO ASTM F436, SPECIFICATION FOR
HARDENED STEEL WASHERS.
ANCHOR BOLTS
A. ANCHOR BOLTS SHALL BE MADE FROM THREADED ROUND STOCK CONFORMING TO
ASTM F1554 GRADE 36 STEEL.
B. NUTS SHALL CONFORM TO ASTM A563, STANDARD SPECIFICATION FOR CARBON
AND ALLOY STEEL NUTS.
C. WASHERS SHALL CONFORM TO ASTM F436, SPECIFICATION FOR HARDENED STEEL
WASHERS.
NON-SHRINK GROUT
A. GROUT FOR BEARING PLATES SHALL BE A NON-METALLIC, SHRINKAGE RESISTANT,
PREMIXED, NON-CORROSIVE, NON-STAINING PRODUCT CONTAINING PORTLAND
CEMENT, SILICA SANDS, SHRINKAGE COMPENSATING AGENTS, AND FLUIDITY
IMPROVING COMPOUNDS.
B. NON-SHRINK GROUT SHALL CONFORM TO CORPS OF ENGINEERS SPECIFICATION
CRD-C621.
C. GROUT STRENGTH AT 28 DAYS SHALL BE 8,000 PSI.
D. GROUT SHALL BE PLACED IN A FLUID FLOWABLE STATE UNDER BEARING PLATES
THAT HAVE A FORM BUILT AROUND THEM FOR GROUT CONFINEMENT. GROUT SHALL
BE CURED IN ACCORDANCE TO MANUFACTURER'S RECOMMENDATIONS.
PRE-ENGINEERED WOOD TRUSS SYSTEM
A. DESIGN
2. THE DESIGN OF THE PRE-ENGINEERED WOOD TRUSS SYSTEM SHALL BE
PERFORMED BY OR UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL
ENGINEER REGISTERED IN THE STATE OF FLORIDA EMPLOYED OR
AUTHORIZED BY THE TRUSS FABRICATOR.
3. TYPICAL DETAILS FOR SYSTEM ELEMENTS AND FOR CONNECTIONS TO THE
STRUCTURE ARE SHOWN IN THE DRAWINGS. ANY MODIFICATIONS TO
PROPOSED CONNECTION DETAILS SHOWN IN THE DRAWINGS MUST BE
SUBMITTED BY THE FABRICATOR AND APPROVED BY THE ENGINEER OF
RECORD PRIOR TO PREPARATION AND SUBMISSION OF SHOP DRAWINGS.
4. THE WOOD TRUSS SYSTEM SHALL BE DESIGNED FOR:
a. ALL DEAD LOADS SHOWN IN THE STRUCTURAL AND ARCHITECTURAL
DRAWINGS.
b. ALL LIVE LOADS NOTED IN THESE GENERAL NOTES.
c. ALL ANTICIPATED CONSTRUCTION LOADS.
d. ALL HANDLING AND ERECTION LOADS.
e. ALL WIND ROOF PRESSURES NOTED IN THE STRUCTURAL DRAWINGS.
4. DESIGN OF WOOD TRUSS SYSTEM SHALL TAKE INTO CONSIDERATION SIZE
AND LOCATION OF OPENINGS REQUIRED FOR DUCTWORK AND MECHANICAL
EQUIPMENT. REFER TO ARCH. AND MECH. DRAWINGS FOR INFORMATION AND
COORDINATION.
5. SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS SHALL BE
SUBMITTED FOR ARCHITECT AND ENGINEER'S REVIEW AND APPROVAL PRIOR
TO FABRICATION.
6. SHOP DRAWINGS SHALL INCLUDE FRAMING/ERECTION PLAN, TRUSS PROFILES
AND CERTIFICATION BY A FLORIDA REGISTERED ENGINEER TO THE
ARCHITECT AND ENGINEER OF RECORD. TRUSS FABRICATOR SHALL NOT
START FABRICATION UNTIL APPROVAL OF SUCH SHOP DRAWINGS AND
CALCULATIONS BY THE ARCHITECT AND ENGINEER OF RECORD IS ISSUED.
7. TRUSS FABRICATOR IS RESPONSIBLE FOR ENGINEERING AND SUPPLYING ALL
TRUSS SYSTEM COMPONENTS, INCLUDING TRUSSES, LATERAL BRACING,
ENGINEERED TRUSS HARDWARE AND ANCHORAGE REQUIREMENTS FOR
TRUSS CONNECTIONS.
8. ALL PRE-ENGINEERED WOOD TRUSS MEMBERS SHALL BE SOUTHERN PINE,
NO. 1 GRADE OR BETTER, WITH A MINIMUM ALLOWABLE BENDING STRESS Fb
OF 1,500 PSI.
9. MINIMUM SIZE OF WOOD TRUSS MEMBERS: TOP AND BOTTOM CHORDS SHALL
BE 2x6 MINIMUM, WEB MEMBERS SHALL BE 2x4 MINUMUM.
B. INSTALLATION
1. ALL PRE-ENGINEERED WOOD TRUSS SYSTEM ELEMENTS SHALL BE INSTALLED
BY THE FABRICATOR OR BY A LICENSED CONTRACTOR APPROVED BY THE
FABRICATOR AND WITH AT LEAST 5 YEAR EXPERIENCE IN THE INSTALLATION
OF THESE SYSTEMS.
2. UPON COMPLETION OF THE BUILDING FRAME THE FABRICATOR SHALL ISSUE A
WRITTEN CERTIFICATION THAT ALL PRE-ENGINEERED WOOD TRUSS SYSTEM
ELEMENTS HAVE BEEN FABRICATED AND INSTALLED IN ACCORDANCE WITH
THE INTENT OF THE CONTRACT DOCUMENTS. THIS CERTIFICATION SHALL
BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED
IN THE STATE OF FLORIDA.
WOOD FRAMING
A. ALL WOOD MEMBERS (JOISTS, LEDGERS, PLATES, BLOCKING, ETC.) SHALL BE
SOUTHERN PINE, NO. 1 GRADE OR BETTER, WITH A MINIMUM ALLOWABLE BENDING
STRESS Fb OF 1,500 PSI, U.N.O.
B. WOOD MEMBER SIZES, SPACING AND CONNECTIONS TO THE STRUCTURE ARE
INDICATED IN THE STRUCTURAL DRAWINGS.
C. ALL WOOD IN CONTACT WITH CONCRETE AND/OR MASONRY SHALL BE PRESSURE
TREATED.
D. PLYWOOD/SHEATHING:
1. ROOF SHEATHING SHALL BE APA RATED 40/20, 3/4" THICK, EXPOSURE 1,
GROUP 1, BC SANDED PLYWOOD.
2. PROVIDE ROOF SHEATHING BLOCKING MEMBERS UNDER PLYWOOD JOINTS,
2x6 AT +/- 8'-0" O.C., U.N.O. ON PLAN OR DETAILS.
3. PLYWOOD SHEATHING SHALL BE NAILED TO WOOD MEMBERS WITH 8d RING
SHANK NAILS. NAILING SPACING SHALL BE AS INDICATED ON PLAN.
CONCRETE MASONRY
A. MATERIALS
1. HOLLOW LOAD BEARING CONCRETE MASONRY UNITS (CMU): ASTM C90, NET
UNIT COMPRESSIVE STRENGTH = 1,900 PSI.
2. PORTLAND CEMENT: ASTM C150, TYPE I OR TYPE III.
3. LIME: HYDRATED LIME, ASTM C207, TYPE "S".
4. SAND: ASTM C144.
5. COARSE AGGREGATE FOR GROUT: ASTM C404.
6. REINFORCED MASONRY ASSEMBLY STRENGTH: f'm = 1,500 PSI AT 28 DAYS.
7. MORTAR: ASTM C270, TYPE "S", EXCEPT FOR MASONRY IN CONTACT WITH
EARTH SHALL BE TYPE "M".
8. GROUT: ASTM C476. MINIMUM 28-DAY COMPRESSIVE STRENGTH SHALL 2,500
PSI WITH A MAXIMUM SLUMP OF 8".
9. HORIZONTAL JOINT REINFORCING AND TIES:
a. MASONRY WALLS SHALL BE REINFORCED WITH 9 GAGE (MIN) LADDER
TYPE UNITS WITH A SINGLE PAIR OF SIDE RODS AND CONTINUOUS
DIAGONAL OR PERPENDICULAR CROSS RODS ATTACHED TO SIDE RODS
NOT FARTHER APART THAN 16" ON CENTER. UNITS IN THE WALL SHALL
BE SPACED AS FOLLOWS:
1) TYPICALLY NOT MORE THAN 16" ON CENTER VERTICALLY.
2) PROVIDE HORIZONTAL WALL REINFORCEMENT IN THE BED JOINT
OF THE SECOND COURSE AND TOP COURSE OF MASONRY IN
ADDITION TO THE TYPICAL REINFORCING SPECIFIED.
3) PROVIDE ADDITIONAL HORIZONTAL REINFORCING IN THE FIRST
AND SECOND BED JOINTS 8" APART IMMEDIATELY ABOVE LINTEL
AND BELOW SILLS OF ALL OPENINGS. EXTEND REINFORCEMENT A
MINIMUM OF TWO FEET PAST THE OPENING ON EACH SIDE.
HORIZONTAL REINFORCEMENT INTERRUPTED BY THE JAMB OF
AN OPENING SHALL HAVE THE CROSS ROD OR SIDE ROD BENT
AND HOOKED AT THE JAMB. PROVIDE AN ADDITIONAL
RECTANGULAR ADJUSTABLE TIE AT THE JAMB FOR EACH JOINT
NOT CONTAINING THE NORMAL HORIZONTAL REINFORCING UNIT.
b. HORIZONTAL WALL REINFORCING SHALL BE SPLICED A MINIMUM OF 6"
AT SPLICES.
10. VERTICAL REINFORCING: AS INDICATED ON DRAWINGS, BUT NOT LESS THAN
#5 BARS AT 32" O.C. GROUTED IN CELLS U.N.O. ON DRAWINGS.
11. MASONRY ANCHORING DEVICES: ATTACH MASONRY TO COLUMNS WITH
GALVANIZED DOVETAIL ANCHORS AT EVERY SECOND COURSE.
B. CONTROL JOINTS
1. CONTROL JOINT LOCATIONS SHALL BE AS INDICATED ON THE ARCHITECTURAL
DRAWINGS.
2. HORIZONTAL WALL REINFORCING SHALL BE STOPPED AT EACH SIDE OF
CONTROL JOINTS. SIDE RODS OF HORIZONTAL REINFORCING SHALL BE BENT
AND HOOKED AT THE END OF THE WALL. ADDITIONAL RECTANGULAR TIES
SHALL BE PLACED AT EACH HORIZONTAL JOINT BETWEEN NORMAL
HORIZONTAL REINFORCED JOINTS AT THE END OF THE WALL EACH SIDE OF
THE CONTROL JOINT.
C. ALL MASONRY WALLS HAVE BEEN DESIGNED TO RESIST THE REQUIRED CODE
VERTICAL AND LATERAL LOADS APPLIED TO THEM IN THE FINAL CONSTRUCTED
CONFIGURATION ONLY ASSUMING FULL BRACING TOP, BOTTOM, AND/OR SIDE OF
WALLS. IT IS THE CONTRACTOR'S RESPONSIBILITY OF ADEQUATELY BRACE ALL
MASONRY WALLS AT ALL STAGES DURING CONSTRUCTION TO RESIST ERECTION
LOADS AND LATERAL LOADS THAT COULD BE APPLIED PRIOR TO COMPLETION OF
CONSTRUCTION.
MISCELLANEOUS
A. DO NOT SCALE DRAWINGS, USE DIMENSIONS.
B. THE DIMENSIONS SHOWN ON THESE DRAWINGS FOR BEAMS AND COLUMNS WITHIN
MASONRY WALLS ARE NOMINAL DIMENSIONS.
C. RESPONSIBILITIES OF THE CONTRACTOR FOR STABILITY OF THE STRUCTURE
DURING CONSTRUCTION. ALL STRUCTURAL ELEMENTS OF THE PROJECT HAVE BEEN
DESIGNED BY THE STRUCTURAL ENGINEER TO RESIST THE REQUIRED CODE
VERTICAL AND LATERAL FORCES THAT COULD OCCUR IN THE FINAL COMPLETED
STRUCTURE ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE
ALL REQUIRED BRACING DURING CONSTRUCTION TO MAINTAIN THE STABILITY AND
SAFETY OF ALL STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PROCESS
UNTIL THE STRUCTURE IS TIED TOGETHER AND COMPLETED.
D. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE
ARCHITECTURAL AND MECHANICAL DRAWINGS. THE CONTRACTOR SHALL COMPARE
THE ARCHITECTURAL, STRUCTURAL AND MECHANICAL DRAWINGS AND IF THERE IS
A DISCREPANCY BETWEEN THEM IT IS THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY THE ARCHITECT/ENGINEER PRIOR TO FABRICATION AND INSTALLATION OF
ANY STRUCTURAL WORK. UNLESS OTHERWISE DOCUMENTED IN WRITING BY THE
ARCHITECT/ENGINEER, THE CONTRACTOR SHALL ASSUME THE STRICTER
REQUIREMENTS OF CONFLICTING PROVISIONS ON THE ARCHITECTURAL AND/OR
STRUCTURAL DRAWINGS AND SPECIFICATIONS.
E. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE
CONDITIONS OF THE JOBSITE INCLUDING SAFETY OF PERSONS AND PROPERTY. THE
ARCHITECT'S OR ENGINEER'S PRESENCE OR REVIEW OF WORK DOES NOT INCLUDE
THE ADEQUACY OF THE CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION
OR SAFETY ISSUES.
F. SHORING, BRACING AND PROTECTION OF EXISTING AND ADJACENT STRUCTURES
DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. HE
SHALL PROTECT AND MAINTAIN THE INTEGRITY OF ADJACENT STREETS, BUILDINGS
AND STRUCTURES.
G. PRIOR TO DRILLING OF HOLES FOR ADHESIVE ANCHORS, EXPANSION ANCHORS OR
DRILLED AND EPOXIED DOWELS, THE CONTRACTOR SHALL VERIFY THE LOCATION
OF THE EXIST. REINFORCING IN THE CONCRETE MEMBERS TO AVOID CONFLICTS
BETWEEN THE ANCHORS AND DOWELS WITH THE EXIST. REINFORCING. ANY
CONFLICTS SHALL BE NOTIFIED TO THE ARCHITECT/ENGINEER.
H. WHEN PERFORMING WORK BELOW GRADE, CARE SHALL BE TAKEN TO AVOID
DAMAGING ANY EXISTING UTILITIES. ALL UNKNOWN UTILITIES SHALL BE BROUGHT
TO THE ATTENTION OF THE ARCHITECT/ENGINEER. ANY DAMAGE TO EXISTING
UTILITIES AND/OR STRUCTURES SHALL BE REPORTED TO ALL AFFECTED PARTIES,
INCLUDING THE ARCHITECT/ENGINEER.
I. CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING THE CONSTRUCTION
DOCUMENTS WITH ANY REVISED DRAWINGS AND SPECIFICATIONS, FIELD ORDERS,
CHANGE ORDERS AND CLARIFICATION SKETCHES ISSUED DURING THE COURSE OF
CONSTRUCTION.
CONSTRUCTION TOLERANCES
A. CAST-IN-PLACE CONCRETE
1. STANDARD TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS.
ACI STANDARD 117-10.
B. MASONRY:
1. SPECIFICATIONS FOR MASONRY STRUCTURES, ACI 530.1/ASCE 6.
C. FOOTINGS:
1. PLAN LOCATION: +3" IN ANY DIRECTION
2. PLAN DIMENSION: NOT LESS THAN 3", NOT MORE THAN 12"
3. FOOTING THICKNESS: NOT LESS THAN 1"
STRUCTURAL SUBMITTALS
A. SHOP DRAWINGS:
THE FOLLOWING SHOP DRAWINGS SHALL BE SUBMITTED FOR ENGINEER'S
REVIEW AND APPROVAL:
1. REINFORCING STEEL
2. STRUCTURAL STEEL
3. PRE-ENGINEERED WOOD TRUSS SYSTEM (*)
4. CONCRETE MIX DESIGNS
5. MASONRY AND GROUT PRODUCT DATA
6. FORMWORK AND SHORING (R) (*)
ITEMS MARKED (*) SHALL HAVE SHOP DRAWINGS SIGNED AND SEALED BY A
PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. ITEMS
MARKED (R) SHALL BE SUBMITTED FOR RECORD ONLY AND WILL NOT HAVE THE
ENGINEER'S SHOP DRAWINGS STAMP AFFIXED. ALL SHOP DRAWINGS MUST BE
REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR INDICATING HIS
REVIEW AND APPROVAL PRIOR TO SUBMITTAL.
B. DESIGN CALCULATIONS:
THE CONTRACTOR SHALL SUBMIT FOR ENGINEER REVIEW DESIGN CALCULATIONS
SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE
OF FLORIDA FOR THE FOLLOWING ITEMS:
1. PRE-ENGINEERED WOOD TRUSS SYSTEM
2. SHORING (R)
C. REVIEW OF SUBMITTALS BY THE STRUCTURAL ENGINEER IS FOR GENERAL
CONFORMANCE WITH THE DESIGN CONCEPT AS PRESENTED BY THE CONTRACT
DOCUMENTS. NO DETAILED CHECK OF QUANTITIES OR DIMENSIONS WILL BE MADE.
ONLY THOSE SUBMITTALS REQUIRED BY THE CONTRACT DOCUMENTS TO BE
SUBMITTED WILL BE REVIEWED. ALL OTHERS WILL BE RETURNED WITHOUT
COMMENT.
D. REVIEW OF SHOP DRAWINGS IS LIMITED TO TWO (2) REVIEWS PER SUBMITTAL
WITHIN THE SCOPE OF BASIC SERVICES (I.E., INITIAL SUBMITTAL REVIEW AND ONE
RESUBMITTAL, IF NECESSARY).REVIEW OF ADDITIONAL RESUBMITTALS WILL BE
CONSIDERED ADDITIONAL SERVICES, FOR WHICH THE GENERAL CONTRACTOR MAY
BE HELD RESPONSIBLE. ADDITIONAL SERVICE COMPENSATION TO THE ENGINEER
WILL BE IN ACCORDANCE WITH THE TERMS OF THE ARCHITECT-ENGINEER
AGREEMENT FOR THIS PROJECT.
E. ALL SUBMITTALS SHALL BE ACCOMPANIED BY A LETTER OF TRANSMITTAL. DO NOT
COMBINE DIFFERENT SUBMITTALS ON THE SAME TRANSMITTAL.
F. ANY DEVIATION FROM THE STRUCTURAL DRAWINGS SHALL BE CLEARLY FLAGGED
AND NOTED IN THE SHOP DRAWINGS. SUCH DEVIATIONS MUST BE PREVIOUSLY
APPROVED BY THE ENGINEER OF RECORD.
G. ALL CHANGES AND ADDITIONS MADE ON RE-SUMITTALS MUST BE CLEARLY FLAGGED
AND NOTED. THE PURPOSE OF THE RE-SUBMITTALS MUST BE CLEARLY NOTED ON
THE LETTER OF TRANSMITTAL. ARCHITECT/ENGINEER REVIEW WILL BE LIMITED TO
THOSE ITEMS CAUSING THE RE-SUBMITTAL.
H. DO NOT REPRODUCE THE STRUCTURAL CONTRACT DOCUMENTS FOR USE AS SHOP
DRAWINGS.
I. SHOP DRAWINGS NOT MEETING THE ABOVE CRITERIA OR SUBMITTED AFTER
FABRICATION WILL NOT BE REVIEWED.
SPECIAL INSPECTION
A. SPECIAL INSPECTION IS REQUIRED FOR SOIL COMPACTION, REINFORCED MASONRY,
WOOD TRUSSES AND STRUCTURAL STEEL CONNECTIONS. SPECIAL INSPECTIONS
FOR THESE ITEMS SHALL BE PROVIDED AS REQUIRED BY THE FLORIDA BUILDING
CODE.
B. THE OWNER SHALL EMPLOY AND PAY FOR THE SERVICES OF THE SPECIAL
INSPECTOR AND HIS AUTHORIZED REPRESENTATIVES TO PERFORM THE SPECIAL
INSPECTIONS FOR THE ITEMS DESCRIBED ABOVE.
STRUCTURAL
GENERAL NOTES
S-001
CFS
CFS
S E A L :
S H E E T : O F :
S H E E T T I T L E
R E V I S I O N S
P H A S E
F I L E N A M E :
P R O J E C T N O :
D R A W N B Y :
C H E C K E D B Y :
I S S U E D A T E :
# 2 6 0 0 0 5 2 2
8
8
8
7
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1
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C
O
M
BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
CARLOS F. SANZ, PE
PE 51500
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
FEBRUARY 5, 2019

5
S-401
11
S-401
6
S-401
8
S-401
3
S-401
5
S-401
3
S-401
1
S-411
1
S-411
1
S-411
2
S-411
2
S-411
4
S-411
4
S-411
10
S-401
10
S-401
4
S-401
1
S-411
7
S-401
5
S-401
S E A L :
S H E E T : O F :
S H E E T T I T L E
R E V I S I O N S
P H A S E
F I L E N A M E :
P R O J E C T N O :
D R A W N B Y :
C H E C K E D B Y :
I S S U E D A T E :
# 2 6 0 0 0 5 2 2
8
8
8
7
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1
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C
O
M
BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
CARLOS F. SANZ, PE
PE 51500
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
FEBRUARY 5, 2019
FOUNDATION /
SLAB-ON-GRADE
PLAN
S-101 GS
CFS
CFS

8
S-421
8
S-421
7
S-421
7
S-421
11
S-421
11
S-421
9
S-421 9
S-421
9
S-421
11
S-421
7
S-421
7
S-421
11
S-421
9
S-421
12
S-421
10
S-421
S E A L :
S H E E T : O F :
S H E E T T I T L E
R E V I S I O N S
P H A S E
F I L E N A M E :
P R O J E C T N O :
D R A W N B Y :
C H E C K E D B Y :
I S S U E D A T E :
# 2 6 0 0 0 5 2 2
8
8
8
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C
O
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BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
CARLOS F. SANZ, PE
PE 51500
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
FEBRUARY 5, 2019
SECOND FLOOR
FRAMING PLAN
S-102 GS
CFS
CFS

10
S-421
10
S-421
1
S-421
1
S-421
1
S-421
2
S-421
5
S-421
3
S-421
3
S-421
3
S-421
4
S-421
4
S-421
S E A L :
S H E E T : O F :
S H E E T T I T L E
R E V I S I O N S
P H A S E
F I L E N A M E :
P R O J E C T N O :
D R A W N B Y :
C H E C K E D B Y :
I S S U E D A T E :
# 2 6 0 0 0 5 2 2
8
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C
O
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BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
CARLOS F. SANZ, PE
PE 51500
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
FEBRUARY 5, 2019
ROOF LEVEL
FRAMING PLAN
S-103 GS
CFS
CFS

TYPICAL DETAIL
CONSTRUCTION JOINT
SLAB-ON-GRADE
TYPICAL DETAIL
CONTROL JOINT
SLAB-ON-GRADE
TYPICAL DETAIL
FLOOR DEPRESSIONS
SLAB-ON-GRADE
TYPICAL DETAIL
THICKENED SLAB EDGE
SLAB-ON-GRADE
TYPICAL DETAIL
CONCRETE TIE COLUMN TO WALL FOOTING
CONNECTION
TYPICAL DETAIL
CONCRETE COLUMN OR TIE COLUMN
TO FOOTING CONNECTION
TYPICAL DETAIL
CONCRETE WALL TO FOOTING
CONNECTION
TYPICAL DETAIL
WIDE FLANGE STEEL COLUMN
TYPICAL DETAIL
RECT. TUBE OR ROUND PIPE STEEL COLUMN
TYPICAL DETAIL
STEP FOOTING AT UNDERSLAB
PIPE PENETRATIONS
TYPICAL DETAIL
CONCRETE PIER TO FOOTING
CONNECTION
TYPICAL DETAIL
STEEL COLUMN BASE PLATES
AND ANCHOR BOLTS
DETAILS
FOUNDATION /
SLAB-ON-GRADE
S-401
CFS
CFS
S E A L :
S H E E T : O F :
S H E E T T I T L E
R E V I S I O N S
P H A S E
F I L E N A M E :
P R O J E C T N O :
D R A W N B Y :
C H E C K E D B Y :
I S S U E D A T E :
# 2 6 0 0 0 5 2 2
8
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8
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A
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C
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C
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U
R
E
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C
O
M
BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
CARLOS F. SANZ, PE
PE 51500
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
FEBRUARY 5, 2019

TYPICAL DETAIL
TIE COLUMN AT CMU WALL
TYPICAL DETAIL
INTERIOR LOAD-BEARING CMU WALL
TYPICAL DETAIL
EXTERIOR LOAD-BEARING CMU WALL
TYPICAL DETAIL
CMU WALL TO FOOTING CONNECTION
AT EXTERIOR DOOR OPENING
TYPICAL DETAIL
CMU WALL TO FOOTING CONNECTION
AT EXTERIOR WINDOW OPENING
TYPICAL DETAIL
EXTERIOR DOOR OPENING
AT CMU WALL
TYPICAL DETAIL
WINDOW OPENING AT CMU WALL
TYPICAL DETAIL
LINTEL SCHEDULE
CMU WALL
TYPICAL DETAIL
BAR PLACEMENT AT CORNERS AND
END OF CMU WALLS
TYPICAL DETAIL
BAR PLACEMENT AT TIE BEAMS
CMU WALLS
DETAILS
MASONRY
S-411
CFS
CFS
S E A L :
S H E E T : O F :
S H E E T T I T L E
R E V I S I O N S
P H A S E
F I L E N A M E :
P R O J E C T N O :
D R A W N B Y :
C H E C K E D B Y :
I S S U E D A T E :
# 2 6 0 0 0 5 2 2
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A
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C
H
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C
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U
R
E
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C
O
M
BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
CARLOS F. SANZ, PE
PE 51500
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
FEBRUARY 5, 2019

TYPICAL DETAIL
WOOD TRUSS CONNECTION
TO EXTERIOR CMU WALL
TYPICAL DETAIL
ROOF TRUSSES BLOCKING
AND BRACING
TYPICAL DETAIL
PLYWOOD DECK BEARING
CONNECTION TO INTERIOR CMU WALL
OR CONCRETE BEAM
TYPICAL DETAIL
PLYWOOD DECK CONNECTION
TO EXTERIOR CMU WALL
TYPICAL DETAIL
WOOD TRUSSES CONNECTION
TO INTERIOR CONCRETE BEAM
TYPICAL DETAIL
WOOD TRUSSES FRAMING
CHANGE OF DIRECTION
TYPICAL DETAIL
CONTINUOUS CONC. SLAB TO CONC. BEAM
CONNECTION
TYPICAL DETAIL
CONCRETE SLAB TO CMU WALL
CONNECTION
TYPICAL DETAIL
CMU WALL TO CONCRETE BEAM
CONNECTION
TYPICAL DETAIL
CONCRETE ROOF SLAB TO CMU WALL
CONNECTION
TYPICAL DETAIL
CONCRETE SLAB TO CMU WALL
CONNECTION
TYPICAL DETAILS
STEEL COLUMN TO CONCRETE MEMBER
CONNECTIONS
DETAILS
FRAMING
S-421
CFS
CFS
S E A L :
S H E E T : O F :
S H E E T T I T L E
R E V I S I O N S
P H A S E
F I L E N A M E :
P R O J E C T N O :
D R A W N B Y :
C H E C K E D B Y :
I S S U E D A T E :
# 2 6 0 0 0 5 2 2
8
8
8
7
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1
3
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M
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7
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P
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5
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3
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3
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4
F
3
0
5
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2
3
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3
3
2
6
D
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A
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C
H
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C
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U
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E
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C
O
M
BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
CARLOS F. SANZ, PE
PE 51500
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
FEBRUARY 5, 2019

TYPICAL DETAIL
DISCONTINUED INTERIOR COLUMN
TO CAST-IN-PLACE BEAM
TYPICAL DETAIL
DISCONTINUED EXTERIOR COLUMN
TO CAST-IN-PLACE BEAM
TYPICAL DETAIL
COLUMN SPLICE AT FLOOR LINE
INTERIOR COLUMN TO C.I.P. BEAM
TYPICAL DETAIL
COLUMN SPLICE AT FLOOR LINE
EXTERIOR COLUMN TO C.I.P. BEAM
COLUMN AND TIE COLUMN SCHEDULE
COLUMN TIE SCHEDULE
TENSION LAP SPLICES AND
DEVELOPMENT LENGTHS
TYPICAL DETAIL
COLUMN AND TIE COLUMN REINFORCING LAYOUT
COLUMN SCHEDULE NOTES
COLUMN
SCHEDULE
AND DETAILS
S-501
CFS
CFS
S E A L :
S H E E T : O F :
S H E E T T I T L E
R E V I S I O N S
P H A S E
F I L E N A M E :
P R O J E C T N O :
D R A W N B Y :
C H E C K E D B Y :
I S S U E D A T E :
# 2 6 0 0 0 5 2 2
8
8
8
7
S
O
U
T
H
W
E
S
T
1
3
1
S
T
R
E
E
T
,
M
I
A
M
I
,
F
L
O
R
I
D
A
3
3
1
7
6
P
3
0
5
.
2
3
3
.
3
3
0
4
F
3
0
5
.
2
3
3
.
3
3
2
6
D
E
S
I
G
N
@
M
A
T
E
U
A
R
C
H
I
T
E
C
T
U
R
E
.
C
O
M
BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
CARLOS F. SANZ, PE
PE 51500
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
FEBRUARY 5, 2019

STIRRUP TYPES
BAR PLACEMENT DIAGRAMS
TYPICAL DETAIL
OPENING THROUGH CONCRETE BEAM/TIE BEAM
FOR MECHANICAL DUCT
BEAM AND
FOOTING
SCHEDULES
S-502
CFS
CFS
S E A L :
S H E E T : O F :
S H E E T T I T L E
R E V I S I O N S
P H A S E
F I L E N A M E :
P R O J E C T N O :
D R A W N B Y :
C H E C K E D B Y :
I S S U E D A T E :
# 2 6 0 0 0 5 2 2
8
8
8
7
S
O
U
T
H
W
E
S
T
1
3
1
S
T
R
E
E
T
,
M
I
A
M
I
,
F
L
O
R
I
D
A
3
3
1
7
6
P
3
0
5
.
2
3
3
.
3
3
0
4
F
3
0
5
.
2
3
3
.
3
3
2
6
D
E
S
I
G
N
@
M
A
T
E
U
A
R
C
H
I
T
E
C
T
U
R
E
.
C
O
M
BOYNTON GOLF
ESTATES
BALKAN /
BALKAN OX
GUEST SUITE
INTER RELATED CORP.
M I A M I , F L O R I D A 3 3 1 8 1
CARLOS F. SANZ, PE
PE 51500
185 NW 108TH STREET
MEP ENGINEERING
9701 SW 56TH STREET
FEBRUARY 5, 2019

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