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NORTH
LOCATIONOFPROJECT
INDEX OF DRAWINGS
MEDICAL CLOSETM.C.
WEIGHTWGT.
VERTICALVERT.
MANUFACTURERMANUF.LOCKLK.
HEIGHTHGT.
FLOORFL.
F.A.
EQUALEQ.
DOWNDN.
ELASTOMERICELAST.
ABOVE FINISH FLOORABOVE FINISH CEILING
A.F.F.A.F.C.
FIRE ALARM
MIRRORMIRR.
IMAGEIMAG.INSULATIONINSUL
WOODWITHWINDOWWATER CLOSET
VINYL COMPOSITION TILE
UNLESS NOTED OTHERWISETYPICALTACK BOARDSTEELSPECIFICATIONSRUBBER TILEROOMROOFINGROOF DRAINREQUIREDREIFORCINGQUARRY TILEPRESSURE TREATEDPLASTERPAINTON CENTERNUMBERNOT TO SCALENOT IN CONTRACTNORTH
MINIMUMMETAL LATHMETALMECHANICALMAXIUMMASONRY OPENINGM.O.MASONRY CONTROL JOINTM.C.J.
FINISH SYSTEMEXTERIOR INSULATION &E.I.F.S.
WD.W/WDW.W.C.
V.C.T.
U.N.O.TYP.T.B.STL.SPECS.R.T.RM.RFG.R.D.REQ'D.REINF.Q.T.P.T.PLAST.PT.O.C.NO.N.T.S.N.I.C.N.
MIN.M.L.MTL.MECH.MAX.
KNOCK OUTJOINT
HOLLOW METAL
HARDWAREGYPSUM WALL BOARDGAUGEGALANIZEDFOUNDATIONFOOT OR FEETFOOTINGFLOOR
PLASTER
FIRE EXTINGUISHERFINISH
EXISTINGEXPANSION JOINTEXPANSIONEXISTING
ELEVATION
DRINKING FOUNTAINDOWN SPOUT
CONCRETE MASONRY UNITCONTROL JOINTCONCRETECOLUMNCHALK BOARDCERAMIC TILECARPETCEILINGBUILDINGBOTTOMBOTTOMBLOCKALUMINUMACOUSTICAL CEILING TILE
K.O.JT.
H.M.
HDW.G.W.B.GA.GALV.FDN.FT.FTG.FLR.
PLAS.
F.E.FIN.
EXST'G.E.J.EXP.EXIST.
ELEV.
D.F.D.S.
C.M.U.C.J.CONC.COL.C.B.C.T.C.CLG.BLDG.BTM.BOTT.BLK.ALUM.A.C.T.
ABBREVIATIONS:
PROPOSED PROJECT FOR:
ARCHITECTURE, DESIGN, AND CONSTRUCTIONMANAGEMENT
FLORIDA REGISTRATION NO. AR0005065743 49th STREET NORTH
SAINT PETERSBURG, FLORIDA 33710TEL: (727)327-1966 FAX: (727)826-0968
EMAIL: [email protected]
JOHN A. BODZIAKAIA, ARCHITECT, PA
N/A
III (B)II (A)
BUILDING DATA :OCCUPANCY : ASSEMBLY
MIXED OCCUPANCY :
CONSTRUCTION TYPE :
BUILDING HEIGHT (BUILDING #1) :
MEZZANINE :HIGH RISE :
BUILDING CODE SUMMARY -
BUSINESS EDUCATIONAL MERCANTILE (M) HAZARDOUS
COMMERCIAL PROJECTS:
FACTORY-INDUSTRIALINSTITUTIONAL RESIDENTIAL (C-1) UTILITY/ MISCELLANEOUS
YES NO SEPARATION:
I (A) I (B) III (A) IV (H.T.)YES NO TYPE:MIXED CONSTRUCTION :
ZONING DISTRICT( BUILDING #1 & BUILDING 2):
BASIC WIND SPEED:
WIND IMPORTANCE FACTOR (CATEGORY 2):
WIND EXPOSURE:
APPLICABLE INTERNAL PRESSURE COEFFICIENT:
150 MPH
1.0
D
+/- .18 (ENCLOSED)
WINDS APPLIED PER ASCE7-98, BUILDINGS OF ALL HEIGHTSANALYTICAL METHOD
WINDS:
TOTAL SITE AREA:
V (A) V (B).
88'-0" ABOVE BFE + 2.0 FREEBOARD NUMBER OF STORIES OVER PARKING8
YES NOYES NO
R3 & C-3 / PD (PLANNED DEVELOPMENT)
SCHOONER RESORT14500-14550 GULF BOULEVARD, MADEIRA BEACH, FLORIDA
MAIN BUILDING AREA (FOOTPRINT):
CIVIL ENGINEER:MONTECKI ASSOCIATES,PATRICIA P. MONTECKI
THESE DOCUMENTS ARE FOR THE BUILD OUT OF A NEW 56 UNIT, 8-STORY, OVER PARKINGBUILDING, WITH BAR, RESTAURANT, CLUB, FITNESS CENTER, MEETING ROOM AND ROOF TOPDECK ON THE GULF SIDE.THE GULF PARCEL ACCESS THE STREET FROM 146TH AVENUE IS NOW A 56 SPACE PARKINGLOT.THE EXISTING 26' & 21' HIGH 2-STORY HOTEL UNITS ON THE GULF FRONT PARCEL AND THE 31'HIGH 2-STORY OFFICES WITH APARTMENTS ABOVE & 14' HIGH 1-STORY BUILDING ARE TO BEDEMOLISHED PER DEMOLITION PLAN (PAGE D-1.0.)THE BUILDING IS A 8-STORY STRUCTURE OVER ONE OF PARKING ON THE GULF SIDE ANDTHERE ARE NO ENVIRONMENTAL OR SOILS CONDITIONS THAT REQUIRE REMEDIATION ORSPECIAL CONDITIONS.
-THE PLANS COMPLY TO ALL PROVISIONS OF CHAPTER 11 FBC 2017 AS TO ACCESSIBILITY.-ELECTRICAL, MECHANICAL, AND PLUMBING TO BE INSTALLED IN ACCORDANCE WITH PLANS ANDCOMPLY TO:FBC 2017FBC-PLUMBING 2017FBC-MECHANICAL 2017NEC 2017-ROOFING ENCOMPASSES A NEW ROOF IN ITS ENTIRETY IN COMPLIANCE WITH FBC 2010CHAPTER 15 (ROOFING).-BUILDING AS PROPOSED IS FULLY SPRINKLED AND MEETS ALL APPLICABLE ASPECTS OF THEFOLLOWING:NFPA 13R 2017 EDITIONNFPA 14 2017 EDITIONNFPA 20 2017 EDITIONNFPA 101 2017 EDITIONINCLUDING BUT NOT LIMITED TO FIRE PROTECTION, EGRESS, LIFE SAFETY, FIRE SEPARATION OFELEMENTS, RATINGS OF ALL APPLICABLE ELEMENTS.THE CONSTRUCTION OF ALL ASPECTS OF THE BUILDING WILL CONFORM TO ALL COUNTY, STATE,AND FEDERAL REGULATIONS AS REQUIRED.
SCOPE OF WORK:
CO COVER PAGE
ASP-1.0 ARCHITECTURAL SITE PLAN
A-1.0 GROUND FLOOR PLAN GULF FRONT
A-1.2 2ND FLOOR PLAN (GARAGE) / 146TH
A-1.3 3RD - 8TH FLOOR PLANA-1.4 ROOF TOP PLAN
BASE FLOOD ELEVATION:
APPLICABLE CODES:FLORIDA BUILDING CODE (F.B.C.) .6TH EDITION (2017 )
DESIGNED IN ACCORDANCE WITH F.B.C. 6TH EDITION (2017) SECTION 1606 FOR DESIGN PRESSURES GENERATED BY A WIND DESIGNVELOCITY OF 150 MPH
CONTRACTOR SHALL SECURE FROM BLOCK MANUFACTURER DOCUMENTATION OF EQUIVALENT THICKNESS AND TYPE OF MATERIALS,OR PROOF OF TESTED HOURLY RATING FOR BLOCK DELIVERED TO THE JOB SITE AS PER S.B.C. TABLE 709.3.1
DESIGN SHALL BE IN ACCORDANCE WITH THE 2010 FLORIDA FIRE PREVENTION CODE & NFPA 1 2009 FOR FIRE DEPARTMENT ACCESS &UNDERGROUND UTILITIES
EMEGENCY LIGHTING and EXIT SIGNAGE
FIRE ALARM and SMOKE DETECTION SYSTEMS
PANIC HARDWARE
LIFE SAFETY SYSTEM :YES NO
NOYES
YES NO
FLOOD ZONE "VE-14" W/ 2-FOOT FREEBOARD
LOCATION MAP
VICINITY MAP
ARCHITECTURAL
49,470 S.F. ( 1.13 ACRE)
SITE AREA OF BUILDING #1:
SITE AREA OF BUILDING #2:
A/C AREA
29,300 S.F. (0.67 ACRE)
20,170 S.F. (0.46 ACRE)
13,403.36 S.F. (66.45%)
20,170 S.F.
20,170 S.F. (0.46 ACRE)29,300 S.F.
ASP-1.1 LANDSCAPE PLAN
TOTAL A/C AREA: 56,668 S.F. FAR
A-5.0 EAST ELEVATIONA-5.1 NORTH ELEVATIONA-5.2 SOUTH ELEVATIONA-5.3 WEST ELEVATION
STRUCTURAL ENGINEER:STM ENGINEERING, P.A.Scott Martinez, [email protected]
C-1 PRELIMINARY CIVIL ENGINEERING
CR RENDERING1 OF 2 SURVEY EAST2 OF 2 SURVEY WESTD-1.0 DEMOLITION PLAN
ASP-1.2 IRRIGATION PLAN
A-1.0B GROUND FLOOR RETAIL AND PARKING PLAN (GARAGE)A-1.1B SECOND FLOOR PARKING PLAN (GARAGE) / 146THA-1.2B THIRD FLOOR PARKING PLAN (GARAGE) / 146TH
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Jun. 24, 21
DRAWN BY
UPDATED ON
DATE
JAB PROJECT #
SHEET #
SEAL
CLI
ENT
REV
ISIO
NS
DES
CR
IPTI
ON
DAT
EN
O.
TT-AT-JB-CS
2018-029
OCT - 2018
11/1
8/20
20AD
JUST
MEN
TS P
ER C
ITY
CO
MM
ENTS
1
SCH
OO
NER
RES
OR
T14
500
- 145
50 G
ULF
BO
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VAR
DM
ADEI
RA
BEAC
H, F
LOR
IDA
PRO
JEC
T
04/5
/202
1R
EVIS
ION
S TO
SIT
E D
ATA
TABL
E
LOTS 1, 2, 71, 72, 73, AND 74, SUNNY SHORES, ACCORDING TO THE PLAT THEREOF RECORDED IN PLATBOOK 24, PAGE 15, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
AND
LOT 3, TOGETHER WITH ALL LAND LYING BETWEEN THE SAID LOT 3 AND THE WATERS OF THE GULF OFMEXICO, SUNNY SHORES, ACCORDING TO PLAT THEREOF AS RECORDED IN PLAT BOOK 24. PAGE 15,OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
AND
LOTS 1, 2, 3, AND 4, MADEIRA SHORES, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED INPLAT BOOK 22, PAGE 87, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
LEGAL DESCRIPTION:
CO
CO
VER
PAG
E
CO
NT
RA
CT
OR
SH
ALL
CH
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K A
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BOD
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.CO
M
JO
HN
A.
BO
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KA
RC
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EC
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IA, P
A
TEL:
(727
) 327
-196
6 FA
X: (7
27) 8
26-0
968
743
49th
STR
EET
N. S
AIN
T PE
TER
SBU
RG
, FLO
RID
A 33
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PR
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NA
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INIM
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TA
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AS
DE
TE
RM
INE
D IN
AC
CO
RD
AN
CE
WIT
H C
HA
PT
ER
S 5
53 A
ND
633
, LA
WS
OF
FLO
RID
A.
Jun. 24, 21
DRAWN BY
UPDATED ON
DATE
JAB PROJECT #
SHEET #
SEAL
CLI
ENT
REV
ISIO
NS
DES
CR
IPTI
ON
DAT
EN
O.
TT-AT-JB-CS
2018-029
OCT - 2018
11/1
8/20
20AD
JUST
MEN
TS P
ER C
ITY
CO
MM
ENTS
1
SCH
OO
NER
RES
OR
T14
500
- 145
50 G
ULF
BO
ULE
VAR
DM
ADEI
RA
BEAC
H, F
LOR
IDA
PRO
JEC
T
04/5
/202
1R
EVIS
ION
S TO
SIT
E D
ATA
TABL
E
RE
REN
DER
ING
Ó
LEGEND
SYMBOL LEGEND
SURVEY NOTES:
LEGAL DESCRIPTION:
SURVEYOR'S CERTIFICATION:
(C) = Calculated Data(D) = Data per Description(F) = Field Determined(M) = Measured Data(P) = Data per Plat+ / - = Plus or MinusA/C = Air ConditionerBW/F = Barbwire FenceBFE = Base Flood ElevationBFP = Backflow PreventorCB = Chord BearingCH = ChordC.A.B. = Condominium Plat BookC/C = Covered ConcreteC/S = Concrete SlabC/SW = Concrete SidewalkCCCL = Coastal Construction Control LineCL = CenterlineCLF = Chainlink FenceCOV. = CoveredCLP = Concrete Light PoleCMP = Corrugated Metal PipeCONC. = ConcreteD = Delta AngleD.B. = Deed BookD/W = DrivewayDMH = Drainage ManholeE/P = Edge of PavementEL = ElevationEOW = Edge of WaterF = FoundFCIR = Found Iron Rod & CapFCM = Found Concrete MonumentFDOT = Florida Department of TransportationFFE = Finished Floor ElevationFIP = Found Iron PipeFIR = Found Iron Rod No CapFMN = Found Mag NailFND = Found Nail & DiskFPP = Found Pinched PipeFRD = Found Rivet & DiskG.I. = Grate InletGV = Gate ValveHYD = Fire HydrantI.E. = Invert ElevationLB = Corporate Certificate NumberLP = Light PoleLFE = Lowest Floor ElevationM.O.L. = More or LessMES = Mitered End SectionN&D = Nail & DiskNFNS = Not Found and Not SetOCS = Outfall Control StructureOHW = Overhead Wire
O.R. = Official Records BookP.B. = Plat BookPCP = Permanent Control PointPG(s) = Page(s)PLS = Professional Land SurveyorPOB = Point of BeginningPOC = Point of CommencementPRC = Point of Reverse CurvaturePRM = Permanent Reference MonumentR = RadiusRGE = RangeR/W = Right-of-wayRCP = Reinforced Concrete PipeSCM = Set Concrete Monument PLS #2865SCIR = Set Iron Rod & Cap 5/8" PLS #2865SMH = Sanitary ManholeSMN = Set Mag NailSND = Set Nail & Disc PLS #2865TBM = Temporary BenchmarkTOB = Top of BankTOS = Toe of SlopeTWP = TownshipTYP = TypicalUB = Utility BoxUP = Utility PoleV/F = Vinyl FenceW/F = Wood FenceWM = Water MeterW.O. = Work OrderWV = Water Valve
= Backflow Preventor= Cable Box= Centerline= Cleanout= Decorative Light= Drainage Manhole= Fire Hydrant= Grease Trap= Guy Anchor= Handicap= Lightpole= Mailbox= Power Box= Sanitary Manhole= Sign= Spot Elevation= Telephone Box= Utility Pole= Water Meter= Water Valve= Well
TREE LEGEND
MATCH LINE
LINE LEGEND= Boundary Lines
= Water Line
= Telephone Line
= Gas Line
= Sanitary Sewer Line
= Storm Sewer Line
= Overhead Wire Lines
= Fence - Wire
= Fence - Chain Link
= Fence - Vinyl
= Fence - Wood
= Reclaimed Water Main
Ó
MATCH LINE
LEGEND
SYMBOL LEGEND
(C) = Calculated Data(D) = Data per Description(F) = Field Determined(M) = Measured Data(P) = Data per Plat+ / - = Plus or MinusA/C = Air ConditionerBW/F = Barbwire FenceBFE = Base Flood ElevationBFP = Backflow PreventorCB = Chord BearingCH = ChordC.A.B. = Condominium Plat BookC/C = Covered ConcreteC/S = Concrete SlabC/SW = Concrete SidewalkCCCL = Coastal Construction Control LineCL = CenterlineCLF = Chainlink FenceCOV. = CoveredCLP = Concrete Light PoleCMP = Corrugated Metal PipeCONC. = ConcreteD = Delta AngleD.B. = Deed BookD/W = DrivewayDMH = Drainage ManholeE/P = Edge of PavementEL = ElevationEOW = Edge of WaterF = FoundFCIR = Found Iron Rod & CapFCM = Found Concrete MonumentFDOT = Florida Department of TransportationFFE = Finished Floor ElevationFIP = Found Iron PipeFIR = Found Iron Rod No CapFMN = Found Mag NailFND = Found Nail & DiskFPP = Found Pinched PipeFRD = Found Rivet & DiskG.I. = Grate InletGV = Gate ValveHYD = Fire HydrantI.E. = Invert ElevationLB = Corporate Certificate NumberLP = Light PoleLFE = Lowest Floor ElevationM.O.L. = More or LessMES = Mitered End SectionN&D = Nail & DiskNFNS = Not Found and Not SetOCS = Outfall Control StructureOHW = Overhead Wire
O.R. = Official Records BookP.B. = Plat BookPCP = Permanent Control PointPG(s) = Page(s)PLS = Professional Land SurveyorPOB = Point of BeginningPOC = Point of CommencementPRC = Point of Reverse CurvaturePRM = Permanent Reference MonumentR = RadiusRGE = RangeR/W = Right-of-wayRCP = Reinforced Concrete PipeSCM = Set Concrete Monument PLS #2865SCIR = Set Iron Rod & Cap 5/8" PLS #2865SMH = Sanitary ManholeSMN = Set Mag NailSND = Set Nail & Disc PLS #2865TBM = Temporary BenchmarkTOB = Top of BankTOS = Toe of SlopeTWP = TownshipTYP = TypicalUB = Utility BoxUP = Utility PoleV/F = Vinyl FenceW/F = Wood FenceWM = Water MeterW.O. = Work OrderWV = Water Valve
= Backflow Preventor= Cable Box= Centerline= Cleanout= Decorative Light= Drainage Manhole= Fire Hydrant= Grease Trap= Guy Anchor= Handicap= Lightpole= Mailbox= Power Box= Sanitary Manhole= Sign= Spot Elevation= Telephone Box= Utility Pole= Water Meter= Water Valve= Well
= Boundary Lines
= Water Line
= Telephone Line
= Gas Line
= Sanitary Sewer Line
= Storm Sewer Line
= Overhead Wire Lines
= Fence - Wire
= Fence - Chain Link
= Fence - Vinyl
= Fence - Wood
= Reclaimed Water Main
LINE LEGEND
TREE LEGEND
2-STORYBUILDING TO BE
DEMOLISHED
2-STORYBUILDING TO BE
DEMOLISHEDPOOL & POOLDECK TO BE
DEMOLISHED
POOL & POOLDECK TO BE
DEMOLISHED
PAVERS TO BE
REMOVED
PAVERS TO BE
REMOVED
PAVERS TO BE
REMOVED
PAVERS TO BE
REMOVED
PLANTERS TOBE DEMOLISHED
PLANTERS TOBE DEMOLISHED
PLANTERS TOBE DEMOLISHED
TREES TO BEREMOVED
TREES TO BEREMOVED
TREES TO BEREMOVED
TREES TO BEREMOVED
SIGN TO BEREMOVED
PAVERS TO BE
REMOVED
PAVERS TO BE REMOVED
7,335.38 S.F.PRESERVATION
AREA
2-STORYBUILDING TO BE
DEMOLISHED
1-STORYBUILDING TO BE
DEMOLISHED
CONCRETEDRIVEWAY TO
BE DEMOLISHED
CONCRETEDRIVEWAY TO
BE DEMOLISHED
TREES TO BEREMOVED
TREES TO BEREMOVED
TREES TO BEREMOVED
TREES TO BEREMOVED
TREES TO BEREMOVED
TREES TO BEREMOVED
ASPHALTDRIVEWAY TO
BE DEMOLISHED
TREES TO BEREMOVED
2-STORYBUILDING TO BE
DEMOLISHED
TREE TO BE REMOVED
DEMOLITION NOTES:
AND REMOVED, LEAVING SURFACES CLEAN, SOLID, AND READY TORECEIVE NEW MATERIALS SPECIFIED ELSEWHERE.
1.1) CAREFULLY IDENTIFY LIMITS OF SELECTIVE DEMOLITION.
3. COMPLETELY REMOVE ITEMS SCHEDULED TO BE SO DEMOLISHED
SHUT OFF, CAP, AND OTHERWISE PROTECT EXISTING PUBLIC
PUBLIC AGENCY OR UTILITY HAVING JURISDICTION.UTILITY LINES IN ACCORDANCE WITH THE REQUIREMENTS OF THE
EXTENT AND LOCATION OF SELECTIVE DEMOLITION REQUIRED. 1. IN COMPANY WITH THE OWNER, VISIT THE SITE AND VERIFY THE
1.2) MARK INTERFACE SURFACES AS REQUIRED TO ENABLE WORKMENALSO TO IDENTIFY ITEMS TO BE REMOVED AND ITEMS TO BE LEFT
JOB SITE. (CLEAN AND REUSE EXISTING SPEAKERS AND REMOTE)
7. ASBESTOS AND HAZARDOUS MATERIALS DEMOLITION OR
8. THE DEMOLITION WORK IS NOT LIMITED TO DEMOLITION ITEMS
PROFESSIONAL AND COMPLETELY FINISHED PROJECT EXTERIOR PATCHING, REPAIRING AND PAINTING TO PROVIDE A
LISTED OR SPECIFICALLY IDENTIFIED ON THE CONSTRUCTION
9. GENERAL CONTRACTOR TO INCLUDE ALL INTERIOR AND
DOCUMENTS, BUT SHALL INCLUDE THOSE ITEMS NECESSARY FOR
REMOVAL WORK IS NOT PART OF THIS CONTRACT.
5. ALL DEMOLISHED MATERIAL SHALL BE CONSIDERED TO BE PROPERTY OF THE CONTRACTOR AND SHALL BE COMPLETELY REMOVED FROM THE
4. IN ALL ACTIVITIES, COMPLY WITH PERTINENT REGULATIONS OF
TO BE DEMOLISHED, PROMPTLY REPLACE SUCH ITEMS TO THEAPPROVAL OF THE ARCHITECT AND AT NO ADDITIONAL COST
6. IN THE EVENT OF DEMOLITION OF ITEMS NOT SO SCHEDULED
GOVERNMENTAL AGENCIES HAVING JURISDICTION.
ACCEPTABLE TO THE OWNER
A FINISHED AND COMPLETE PROJECT.
TO THE OWNER.
2.
IN PLACE.
BUILDING TO BE DEMOLISHED
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DRAWN BY
UPDATED ON
DATE
JAB PROJECT #
SHEET #
SEAL
CLI
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REV
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NS
DES
CR
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ON
DAT
EN
O.
TT-AT-JB-CS
2018-029
OCT - 2018
11/1
8/20
20AD
JUST
MEN
TS P
ER C
ITY
CO
MM
ENTS
1
SCH
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NER
RES
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T14
500
- 145
50 G
ULF
BO
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VAR
DM
ADEI
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BEAC
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LOR
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PRO
JEC
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04/5
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1R
EVIS
ION
S TO
SIT
E D
ATA
TABL
E
D-1.0NORTH
DEM
OLI
TIO
N P
LAN
1D-1.0 SCALE: 1" = 20'-0"
DEMOLITION PLAN
1
2M
1M
4
M
3
M
R
10
R
11
R
12
R
13
R
9
R
8
R7
R6
R
4
R
5
HC2
HC1
PROPERTY LINEPROPERTY LINE
PROPERTY LINE PROPERTY LINE
PROPERTY LINE
PRO
PER
TY L
INE
PRO
PER
TY L
INE
PRO
PER
TY L
INE
PRO
PER
TY L
INE
PRO
PER
TY L
INE
PRO
PER
TY L
INE
PROPERTY LINE
10'-0" SETBACK10'-0" SETBACK
10'-0" SETBACK 10'-0" SETBACK
35'-0
" SET
BAC
K15
'-0" S
ETBA
CK
2'-0
" SET
BAC
K2'
-0" S
ETBA
CK
COUNTYOWNED PUBLIC
RESTROOMS
COUNTYPARKING
CC
CL
CC
CL
PROPERTY LINEPROPERTY LINE
PROPERTY LINEPROPERTY LINE
PROPERTY LINE PROPERTY LINE
PRO
PER
TY L
INE
PRO
PER
TY L
INE
PRO
PER
TY L
INE
PRO
PER
TY L
INE
10'-0" SETBACK10'-0" SETBACK
5'-0" SETBACK 5'-0" SETBACK
25'-0
" SET
BAC
K25
'-0" S
ETBA
CK
HC3
R 12
R 11
R 10
R
18
R
13
R
14
R
15
PROPERTY LINEPROPERTY LINE
PROPERTY LINE PROPERTY LINE
PROPERTY LINE
PRO
PER
TY L
INE
PRO
PER
TY L
INE
PRO
PER
TY L
INE
PRO
PER
TY L
INE
PRO
PER
TY L
INE
PRO
PER
TY L
INE
PROPERTY LINE
10'-0" SETBACK10'-0" SETBACK
10'-0" SETBACK 10'-0" SETBACK
35'-0
" SET
BAC
K15
'-0" S
ETBA
CK
2'-0
" SET
BAC
K2'
-0" S
ETBA
CK
R
1912345
UP.
6789101112
PROPOSED9500 SQ. FT
RETAIL SPACE
12
34
5
UP.
67
89
1011
12
R
1
R
2
R
3
RAMPUP
R 9
R 8
R 7
R
4
R
5
R
6
HC
16
HC
17
35'-0"REQUIREDSETBACK
5'-0
"R
EQU
IRED
SETB
ACK
2'-0"REQUIREDSETBACK
5'-0
"R
EQU
IRED
SETB
ACK
FUTUREACTIVITY
AREA
LOBBY
LINE OFBUILDINGABOVE
10'-0
"R
EQU
IRED
SETB
ACK
10'-2
"BU
ILD
ING
SETB
ACK
25'-0"REQUIREDSETBACK
25'-1"BUILDINGSETBACK
5'-0
"R
EQU
IRED
SETB
ACK
5'-2
"BU
ILD
ING
SETB
ACK
LINE OFBUILDING
ABOVE
ADAWALKWAY
5'-0"PROPOSEDSETBACK
5'-1
1"PR
OPO
SED
SETB
ACK
36'-9"PROPOSEDSETBACK
15'-0"REQUIREDSETBACK
16'-9"PROPOSEDSETBACK
5'-7
"PR
OPO
SED
SETB
ACK
DUMPSTERAREA
STOPSIGN
STOPSIGN
EXISTING
SIDEW
ALK
NEW SIDEWALK EXISTING SIDEWALK
NEW SIDEWALK
GREENAREA
STORMWATER
RETENTION
GREEN AREA
GREEN AREA
GREEN AREA GREENAREA
4'-1"BUILDINGSETBACK
BICYCLEPARKING (x6)
PEDESTRIANCROSSWALK
SIGN W/RECTANGULAR
FLASHINGBEACONS
PEDESTRIANCROSSWALK
SIGN W/RECTANGULAR
FLASHINGBEACONS
NEW PEDESTRIAN CROSSWALKTO MATCH EXISTING SURFACE W/12" (W) HIGH VISIBILITYCROSSWALK MARKING STRIPESSPACED @ 12"
START OFSILT FENCE
START OFSILT FENCE
SILT FENCE
SILT FENCE
SILT FENCE
SILT FENCE
SILT FENCE
SILT FENCE
START OFSILT FENCE
SILT FENCE
SILT FENCE
SILT FENCE SILT FENCE
SILT FENCE
SILT FENCE
SILT FENCE
POOL ABOVE 25'x25' CLEARVISION TRIANGLE
25'x25' CLEARVISION TRIANGLE
24'-0
"
5'-6"
10'-0
"
R10'-0"
R10'-0
"
36'-0"
18'-0
"
18'-0"
18'-0
"
12'-0
"12
'-0"
18'-0"
36'-0"
18'-0
"
28'-6
"
25'-0"
24'-8
"
25'-9"
24'-7"
EXIS
TIN
G S
IDEW
ALK
EXIS
TIN
G S
IDEW
ALK
EXISTINGBUILDING
(57'-0" HIGH)
14'-0" HIGH
EXISTINGBUILDING
10'-0" HIGH
10'-0"
24'-2
"
18'-0"
LINE OFCANOPYABOVE5'
-0"
24'-0
"
LED CANOPY LED FIXTURE WITH REQUIRED MOUNTING HARDWARE
EXTERIOR DOWN LIGHT WALL SCONCE WITH REQUIRED MOUNTING HARDWARE
BOLLARD LIGHT (LED)
LIGHT POLE LED (SINGLE LAMP)
LIGHT POLE LED (DOUBLE LAMP)
NOTES:
1. ALL LIGHTING TO BE PROPERLY "TURTLE" SHIELDED IN COMPLIANCEWITH LOCAL, STATE, AND FEDERAL STATUTES PER SECTION 110-506- LIGHTING IN BEACH AREA.
2. ALL LIGHTS TO BE LED TECHNOLOGY.
LIGHTING LEGEND
SIGNAGE NOTES:
1. ALL SIGNAGE TO BE CONFORMED WITH THECODE OF ORDINANCES OF MADEIRA BEACH, PARTII, CHAPTER 102 - SIGNS, SEC. 102-1 THRU 102-96.
HC
--
R
--
--
M
12'-0" 5'-0"
18'-0
"
9'-0"
18'-0
"
5'-0"
10'-0
"
MOTORCYCLEPARKING SPACE
REGULARPARKING SPACE
HANDICAPPARKING SPACE
2ASP-1.0 SCALE: N.T.S.
SILT FENCE DETAIL
3ASP-1.0 SCALE: N.T.S.
BIKE RACK DETAIL
4ASP-1.0 SCALE: 1"=1'-0"
FDOT CONCRETE CURB TYPE "D" DETAIL
LOTS 1, 2, 71, 72, 73, AND 74, SUNNY SHORES, ACCORDING TO THEPLAT THEREOF RECORDED IN PLAT BOOK 24, PAGE 15, OF THEPUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
AND
LOT 3, TOGETHER WITH ALL LAND LYING BETWEEN THE SAID LOT 3AND THE WATERS OF THE GULF OF MEXICO, SUNNY SHORES,ACCORDING TO PLAT THEREOF AS RECORDED IN PLAT BOOK 24.PAGE 15, OF THE PUBLIC RECORDS OF PINELLAS COUNTY,FLORIDA.
AND
LOTS 1, 2, 3, AND 4, MADEIRA SHORES, ACCORDING TO THE MAPOR PLAT THEREOF, AS RECORDED IN PLAT BOOK 22, PAGE 87, OFTHE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
LEGAL DESCRIPTION:
LEGEND SYMBOL LEGEND(C) = Calculated Data(D) = Data per Description(F) = Field Determined(M) = Measured Data(P) = Data per Plat+ / - = Plus or MinusA/C = Air ConditionerBW/F = Barbwire FenceBFE = Base Flood ElevationBFP = Backflow PreventorCB = Chord BearingCH = ChordC.A.B. = Condominium Plat BookC/C = Covered ConcreteC/S = Concrete SlabC/SW = Concrete SidewalkCCCL = Coastal Construction Control LineCL = CenterlineCLF = Chainlink FenceCOV. = CoveredCLP = Concrete Light PoleCMP = Corrugated Metal PipeCONC. = ConcreteD = Delta AngleD.B. = Deed BookD/W = DrivewayDMH = Drainage ManholeE/P = Edge of PavementEL = ElevationEOW = Edge of Water
= Backflow Preventor= Cable Box= Centerline= Cleanout= Decorative Light= Drainage Manhole= Fire Hydrant= Grease Trap= Guy Anchor= Handicap= Lightpole= Mailbox= Power Box= Sanitary Manhole= Sign= Spot Elevation= Telephone Box= Utility Pole= Water Meter= Water Valve= Well
TREE LEGENDF = FOUNDFCIR = FOUND IRON ROD & CAPFCM = FOUND CONCRETE MONUMENTFDOT = FLORIDA DEPARTMENT OF TRANSPORTATIONFFE = FINISHED FLOOR ELEVATIONFIP = FOUND IRON PIPEFIR = FOUND IRON ROD NO CAPFMN = FOUND MAG NAILFND = FOUND NAIL & DISKFPP = FOUND PINCHED PIPEFRD = FOUND RIVET & DISKG.I. = GRATE INLETGV = GATE VALVEHYD = FIRE HYDRANTI.E. = INVERT ELEVATIONLB = CORPORATE CERTIFICATE NUMBERLP = LIGHT POLELFE = LOWEST FLOOR ELEVATIONM.O.L. = MORE OR LESSMES = MITERED END SECTIONN&D = NAIL & DISKNFNS = NOT FOUND AND NOT SETOCS = OUTFALL CONTROL STRUCTUREOHW = OVERHEAD WIREO.R. = OFFICIAL RECORDS BOOKP.B. = PLAT BOOKPCP = PERMANENT CONTROL POINTPG(S) = PAGE(S)
LINE LEGEND= Boundary Lines
= Water Line
= Telephone Line
= Gas Line
= Sanitary Sewer Line
= Storm Sewer Line
= Overhead Wire Lines
= Fence - Wire
= Fence - Chain Link
= Fence - Vinyl
= Fence - Wood
= Reclaimed Water Main
PLS = Professional Land SurveyorPOB = Point of BeginningPOC = Point of CommencementPRC = Point of Reverse CurvaturePRM = Permanent Reference MonumentR = RadiusRGE = RangeR/W = Right-of-wayRCP = Reinforced Concrete PipeSCM = Set Concrete Monument PLS #2865SCIR = Set Iron Rod & Cap 5/8" PLS #2865SMH = Sanitary ManholeSMN = Set Mag NailSND = Set Nail & Disc PLS #2865TBM = Temporary BenchmarkTOB = Top of BankTOS = Toe of SlopeTWP = TownshipTYP = TypicalUB = Utility BoxUP = Utility PoleV/F = Vinyl FenceW/F = Wood FenceWM = Water MeterW.O. = Work OrderWV = Water Valve
CO
NT
RA
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LL D
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IBIL
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. IN
C.,
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RES
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S IT
S
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LAW
CO
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TS A
ND
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ER P
RO
PER
TY
RIG
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IN T
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E PL
ANS,
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S AN
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FIC
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6 FA
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DRAWN BY
UPDATED ON
DATE
JAB PROJECT #
SHEET #
SEAL
CLI
ENT
REV
ISIO
NS
DES
CR
IPTI
ON
DAT
EN
O.
TT-AT-JB-CS
2018-029
OCT - 2018
11/1
8/20
20AD
JUST
MEN
TS P
ER C
ITY
CO
MM
ENTS
1
SCH
OO
NER
RES
OR
T14
500
- 145
50 G
ULF
BO
ULE
VAR
DM
ADEI
RA
BEAC
H, F
LOR
IDA
PRO
JEC
T
04/5
/202
1R
EVIS
ION
S TO
SIT
E D
ATA
TABL
E
2020 10
SCALE: 1" = 20'-0"
GRAPHIC SCALE (IN FEET)0
ASP-1.0
ARC
HIT
ECTU
RAL
SIT
E PL
AN
1ASP-1.0 SCALE: 1" = 20'-0"
ARCHITECTURAL SITE PLAN
NORTH
5ASP-1.0 SCALE: 1/16" = 1'-0"
TYPICAL PARKING SPACES
VM
CONOCARPUS ERECTUS
SHR
UBS
PLANT MATERIAL SCHEDULE (BOTH LOTS):
E
QTY. BOTANICAL NAME SPECS.CODE COMMON NAME
CHRISTMASPALM
IH RHAPHIOLEPIS INDICAINDIAN
HAWTHORNBUSH
VEITCHIA MERRILLI 8'-10' HGT. X 6" DBHDOUBLE TRUNKS
STRELITZIA REGINAEBIRD OF
PARADISE3 GAL., 24"-26"
HGT. X 24" SPR,DENSE
SR
CE SILVERBUTTONWOOD
8'-10' HGT. X4" DBH
ST. AUGUSTINE FLORATUMSOD ST. AUGUSTINESOD
2'-6' HGT. x3' WIDE
SHAD
ETR
EES
GR
OU
ND
CO
VER
F,D
F,E
CHARACTERISTICS:
N-NATIVE, F-FLOWERING, E-EVERGREEN, D-DECIDUOS
ALL TREES AND BASE PLANTS REQUIRE MULCH AT PLANTING OVER THE ROOT ZONE.
OR
NAM
ENTA
LTR
EES
F,E
HS HIBISCUS SPP. (NATIVES &THEIR HYBRIDS ONLY)
HIBISCUS3 GAL., 24"-26"
HGT. X 24" SPR,DENSE
F,E
8,706S.F.
TRACHELOSPERUMASIATICUM
VARIEGATEDVA VARIEGATED
ASIAN JASMINE2,514S.F.
1 GAL. 10"-12"SPR. DENSE
--
21
35
110
47
171
"SR" - BIRD OF PARADISE
"VM" CHRISTMAS PALM
LANTANA GROUND COVER
"CE" - SILVER BUTTONWOOD
"IH" - INDIAN HAWTHORN BUSH
LEGEND:
EXISTING PALM
TREE TO BE REMOVED
"HS" - HIBISCUS
"SOD" ST. AUGUSTINE
GENERAL LANDSCAPE NOTES:
1. ALL PLANT MATERIALS TO BE FLORIDA #1 OR BETTER QUALITY, INSTALLED TO HIGHEST NURSERY STANDARDS.
2. MULCH TO BE "FLORAMULCH" AVAILABLE AT GOMULCH.COM OR 866.466.8524 / 866.GO.MULCH. MULCH SHALL BE INSTALLED TO A MINIMUM OF 3" THICK IN ALL PLANTING AREAS.
3. SOD TO BE 95% WEED FREE: ST. AUGUSTINE FLORATAM.SOD TO BE INSTALLED WITH TIGHT JOINTS, ROLLED AND FERTILIZED AT TIME OF INSTALLATION. ALL AREAS OF THE PROJECT SITE DISTURBED DURING CONSTRUCTION SHALL BE
SODDED UNLESS SPECIFICALLY LABELED OTHERWISE. ALL AREAS WITHIN THE PROJECT LIMITS SHALL BE PROVIDED WITH SOD OR OTHER SPECIFIED GROUNDCOVER.
4. ALL DIMENSIONS TO BE FIELD CHECKED BY THE LANDSCAPE CONTRACTOR PRIOR TO CONSTRUCTION, WITH ANY DISCREPANCIES REPORTED IMMEDIATELY TO THE LANDSCAPEARCHITECT.
5. ALL MATERIALS MUST BE AS SPECIFIED ON THE LANDSCAPE PLAN. IF MATERIALS OR LABOR DO NOT ADHERE TO SPECIFICATIONS, THEY WILL BE REJECTED BY THE LANDSCAPEARCHITECT WITH PROPER INSTALLATION CARRIED OUT BY THE LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST.
6. NO SUBSTITUTIONS OR CHANGES OF ANY KIND WILL BE MADE AT TIME OF BIDDING, SO AS TO PROVIDE FOR EQUAL AND FAIR COMPARISONS.
7. ALL PERMITS NECESSARY ARE TO BE PROVIDED BY THE INSTALLING CONTRACTOR UNLESS OTHERWISE SPECIFICALLY STATED IN THE SPECIFICATIONS.
8. NO CONTRACTOR IDENTIFICATION SIGNS SHALL BE PERMITTED ON THE PROJECT.
9. ALL QUESTIONS CONCERNING THE PLANS AND SPECIFICATIONS ARE TO BE DIRECTED TO THE ARCHITECT.
10. CAREFULLY REVIEW THE LANDSCAPE SPECIFICATIONS. THE INSTALLING CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL ITEMS CONTAINED THEREIN.
11. ALL PLANT MATERIAL SHALL BE PLANTED WITH "TERRA-SORB AG", IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS FOR THE RATE OF APPLICATION.
12. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE STORM WATER POLLUTION PREVENTION PLANS AND APPROPRIATE CONSTRUCTION SITE RUNOFF CONTROLS TO MEET EPA'SNATURAL POLLUTANT DISCHARGE ELIMINATION SYSTEM RULE ON CONSTRUCTION SITES WHERE MORE THAN ONE ACRE OF LAND IS DISTURBED.
13. SEC. 106-36. - XERISCAPE REQUIREMENTS.THE XERISCAPE DESIGN PRINCIPLE OF PLANT SELECTION AND PLACEMENT BASED UPON FUNCTION, WATER REQUIREMENTS AND SUITABLE ENVIRONMENTAL EXPOSURE OF PLANT
MATERIALS SHALL BE USED IN ALL VEHICULAR-USE AREAS. IN ADDITION, THE FOLLOWING XERISCAPE TECHNIQUES SHALL BE REQUIRED: 1. FIFTY PERCENT OF THE PLANTS USED IN ALL VEHICULAR-USE AREAS LANDSCAPE DESIGNS SHALL BE DROUGHT TOLERANT AND LOCATED IN GROUPINGS ACCORDING TO
WATER REQUIREMENTS.2. SEVENTY-FIVE PERCENT OF THE PLANTS USED IN ALL VEHICULAR-USE AREA LANDSCAPE DESIGNS SHALL BE A COMBINATION OF NATIVE AND DROUGHT TOLERANT.3. ALL PLANTINGS SHALL BE GROUPED IN ZONES ACCORDING TO WATER REQUIREMENTS AND SHALL BE IRRIGATED IN ZONES SEPARATING HIGH WATER USE LAWN AREA FROM
DROUGHT TOLERANT ZONES.4. ALL IRRIGATION SYSTEMS SHALL BE AUTOMATIC WITH CYCLING CAPACITY AND SHALL BE DESIGNED TO AVOID IRRIGATION OF UNPLANTED SURFACES.
14. SEC. 106-40. - SCREENING OF BACKFLOW PREVENTERS.BACKFLOW PREVENTERS SHALL BE SCREENED BY DENSE EVERGREEN SHRUBBERY A MINIMUM OF 30 INCHES IN HEIGHT, PLANTED TWO FEET ON CENTER. SUCH SHRUBBERY SHALL
BE PLANTED FAR ENOUGH AWAY FROM THE UNIT SO AS TO PROVIDE A MINIMUM OF A THREE-FOOT CLEARED AREA ON THE TWO SIDES OF THE UNIT FOR MAINTENANCE PURPOSES.
15. SEC. 106-42. - SEA OATS / SAND DUNES.THE REMOVAL OR RELOCATION OF SEA OATS OR SAND DUNES ON ANY PROPERTY LANDWARD OF THE COUNTY COASTAL CONSTRUCTION CONTROL LINE WILL BE COORDINATED WITH
THE BUILDING AND ZONING DIRECTOR PRIOR TO THE START OF WORK.
16. SECTION 110-670 - LANDSCAPING / GREEN AREA
(A) ONE OF THE PURPOSES OF THE DEVELOPMENT CONTROLS IS TO ENCOURAGE THE PROVISION OF ADEQUATE LANDSCAPING/GREEN AREA IN R-3 ZONES WEST OF GULFBOULEVARD. A MINIMUM OF TEN PERCENT OF THAT PORTION OF THE LOT LOCATED EAST OF THE COUNTY COASTAL CONSTRUCTION CONTROL LINE AS ESTABLISHED BY THE STATESHALL BE DESIGNATED FOR AND MAINTAINED AS LANDSCAPED GREEN AREA IN SIDE AND FRONT YARDS.
(B) IN R-3 ZONES WEST OF GULF BOULEVARD, THE GREEN AREA IN SIDE YARDS SHALL PROVIDE A CLEAR "VIEW AREA" BETWEEN THREE FEET AND TEN FEET IN HEIGHT; I.E. BUSHES ORSHRUBS SHALL NOT EXCEED THREE FEET IN HEIGHT AND TREES SHALL BE TRIMMED BELOW TEN FEET IN HEIGHT. SUCH LANDSCAPED AREAS MAY INCLUDE PASSIVE RECREATIONFACILITIES PROVIDED, HOWEVER, THAT THE "VIEW AREA" IS NOT OBSTRUCTED.
(C) IN ALL ZONES EXCEPT R-1, ALL OFF-STREET PARKING AREAS NOT CONTAINED WITHIN THE BUILDING STRUCTURE SHALL HAVE A MINIMUM OF TEN PERCENT LANDSCAPED GREENAREA.
(D) ALL LANDSCAPED AREAS SHALL BE PROVIDED WITH AN ADEQUATE WATER SUPPLY.
17. ADD THE FOLLOWING NOTE TO THE LANDSCAPE PLANS, "WHEN AN ACCESS WAY INTERSECTS A PUBLIC RIGHT-OF-WAY OR OTHER ACCESS WAY, OR WHEN THE SUBJECT PROPERTYABUTS THE INTERSECTION OF TWO OR MORE PUBLIC RIGHT-OF-WAYS, ALL LANDSCAPING WITHIN THE TRIANGULAR AREAS DESCRIBED AS [OR] REFERRED TO AS THE "CROSS-VISIBILITYAREA," SHALL PROVIDE UNOBSTRUCTED CROSS-VISIBILITY AT A LEVEL BETWEEN 36 INCHES AND EIGHT FEET. TREES AND PLANT MATERIAL TRIMMED IN SUCH A MANNER THAT CROSSVISIBILITY IS NOT HINDERED WILL BE ALLOWED, PROVIDED THEY ARE LOCATED SO AS NOT TO CREATE A TRAFFIC HAZARD, AS DETERMINED BY THE CITY.
OR MINIMUM 18"-24" WIDER
GUY WIRE SIZES:
#12 - 15 TO 25 GAL. TREES#9 - FIELD STOCK TREES
PLANTING HOLE
REBAR STAKE SIZES:
#4 X 2' - 15 TO 25 GAL. TREES#7 X 3' - FIELD STOCK
INSTALL TURNBUCKLES FORFIELD STOCK ONLY
LEVEL W/ SURFACE OFINSTALL TOP OF ROOT MASS
2 TIMES
CO
NTA
INER
DEP
TH
CONTAINER DIAMETER
THAN DIAMETER OF ROOT BALL
1 1/
2 TI
MES
FINISH GRADE
BACKFILL MIX
PUDDLE ANDSETTLE BACKFILL
RUBBER TREE TIE
GALV. GUY WIRESURVEYOR'S FLAGGINGTAPE - EA. WIRE
TURNBUCKLE
REBAR STAKEBELOW GRADE
MIX
SLOPED NOTCOMPACTED
BACKFILL MIX
BACKFILL MIX
FINISH GRADE
PUDDLE AND SETTLE
CONTAINER DIAMETER
TYPICAL
SEE PLANTING DETAILS
IMPORTED TOPSOILSEE SPECIFICATIONS
IMPORTED BARK MULCH
DEP
TH
1 1/
2 TI
MES
CO
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24" M
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30" T
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WIT
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HA
PT
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S 5
53 A
ND
633
, LA
WS
OF
FLO
RID
A.
Jun. 24, 21
DRAWN BY
UPDATED ON
DATE
JAB PROJECT #
SHEET #
SEAL
CLI
ENT
REV
ISIO
NS
DES
CR
IPTI
ON
DAT
EN
O.
TT-AT-JB-CS
2018-029
OCT - 2018
11/1
8/20
20AD
JUST
MEN
TS P
ER C
ITY
CO
MM
ENTS
1
SCH
OO
NER
RES
OR
T14
500
- 145
50 G
ULF
BO
ULE
VAR
DM
ADEI
RA
BEAC
H, F
LOR
IDA
PRO
JEC
T
04/5
/202
1R
EVIS
ION
S TO
SIT
E D
ATA
TABL
E
1ASP-1.1 SCALE: N.T.S.
PLANTER ISLAND (TYP. DETAIL) 2ASP-1.1 SCALE: N.T.S.
SHRUB PLANTING (TYP. DETAIL) 3ASP-1.1 SCALE: N.T.S.
TREE GUYING (TYP. DETAIL)
ASP-1.1
LAN
DSC
APE
PLAN
1ASP-1.1 SCALE: 1" = 20'-0"
LANDSCAPE PLAN
NORTH 2020 10
SCALE: 1" = 20'-0"
GRAPHIC SCALE (IN FEET)0
1
2M
1M
4
M
3
M
R
10
R
11
R
12
R
13
R
9
R
8
R7
R6
R
4
R
5
HC2
HC1
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PROPERTY LINE PROPERTY LINE
PROPERTY LINE
PRO
PER
TY L
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PRO
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10'-0" SETBACK10'-0" SETBACK
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35'-0
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1912345
UP.
6789101112
PROPOSED9500 SQ. FT
RETAIL SPACE
12
34
5
UP.
67
89
1011
12
R
1
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RAMPUP
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1. THE CONTRACTOR SHALL PROVIDE A 100% COVERAGE AUTOMATIC IRRIGATIONSYSTEM ACCORDING TO THE IRRIGATION SPECIFICATIONS. IN ALL CASESCOMPLY WITH THE WRITTEN IRRIGATION SPECIFICATIONS AND THE GENERALIRRIGATION NOTES.
2. ALL QUESTIONS CONCERNING SPECIFICATIONS ARE TO BE DIRECTED TO THEARCHITECT.
3. SHRUB RISERS SHALL ONLY BE INSTALLED IN HEDGES OR MASS PLANTINGSNOT TO EXTEND MORE THAN 3" ABOVE THE INSTALLED HEIGHT OF THE SHRUB.IN NO CASE SHALL SHRUB RISERS BE INSTALLED DIRECTLY ADJACENT TOCURBS, WALKS OR OTHER VEHICULAR ACCESS WAYS. IF RISERS ARE TO BEUSED IN HEDGES ABUTTING PARKING AREAS, THEY MUST BE PLACED AMINIMUM OF 30" AWAY FROM BACK OF CURB AND EMBEDDED IN THE HEDGE SOAS NOT TO BE SEEN OR DAMAGED BY VEHICULAR OVERHANG. ALL SHRUBRISERS SHALL BE PAINTED BLACK OR DARK GREEN.
4. ALL PLANTED GROUNDCOVER AREAS, INCLUDING MASS PLANTINGS OF DWARFSHRUBS NOT EXCEEDING 22", SHALL BE IRRIGATED WITH 12" POP-UP SPRAYHEADS (UNLESS OTHERWISE NOTED) AND EXTENDERS (IF REQUIRED).
5. ALL SODDED AREAS SHALL BE IRRIGATED WITH 6" POP-UP SPRAYS (OR POP-UPROTORS WHERE APPROPRIATE), UNLESS OTHERWISE NOTED.
6. PIPE, VALVES AND OTHER IRRIGATION EQUIPMENT MAY BE SHOWN INBUILDINGS, DRIVES AND WALKS FOR CLARITY ONLY. LOCATE ALL VALVES ANDOTHER IRRIGATION EQUIPMENT IN PLANT BED AREAS FOR BEST CONCEALMENTAND ACCESSIBILITY.
7. VALVES ARE TO BE INSTALLED IN VALVE BOXES LARGE ENOUGH TOACCOMODATE MAINTENANCE AND OPERATION OF VALVES. VALVE PIT SHALLBE FREE FROM MUD OR OTHER DEBRIS WHICH MAY COVER VALVE. PROVIDE1/2" DIAMETER RIVER GRAVEL SUMP 3" THICK AT THE BOTTOM OF VALVE PIT.
8. ALL IRRIGATION MATERIALS AND INSTALLATION SHALL MEET FEDERAL, STATEAND LOCAL CODES, REGULATIONS AND ORDINANCES CONCERNING IRRIGATIONCONSTURCTION.
9. FLEXIBLE POLYETHYLENE SWING JOINTS SHALL BE USED FOR ALL POP-UPSPRAY HEADS. ROTOR HEADS SHALL HAVE RIGID PVC SWING JOINTS.CONCRETE DONUTS SHALL BE INSTALLED AT ALL HEAD LOCATIONS ADJACENTTO OR IN VEHICULAR USE AREAS.
10. ALL SLEEVES ARE TO BE SCHEDULE 40 PVC LOCATED A MINIMUM OF 14" BELOWFINISH GRADE.
11. ADJUST ALL HEADS TO PROVIDE MAXIMUM COVERAGE AND MINIMUMOVERTHROW.
12. CONTRACTOR SHALL ADJUST HEADS AS NEEDED IN VEHICULAR AREAS TOINSURE THAT PARKED VEHICLES DO NOT INTERFERE WITH THE OPERATION OFTHE IRRIGATION SYSTEM. NOTIFY THE LANDSCAPE ARCHITECT AND OBTAINWRITTEN APPROVAL PRIOR TO ADJUSTING IRRIGATION HEAD LAYOUT SO THAT100% COVERAGE IS NOT COMPROMISED.
13. EQUIPMENT AND HEADS SHALL BE MANUFACTURED BY "RAINBIRD" OR"HUNTER" OR AS OTHERWISE STATED ON THE PLANS.
14. CONTRACTOR SHALL FIELD VERIFY CAPABILITY OF WATER SOURCE TO DELIVERPROPER PRESSURE PER SQUARE INCH (PSI) AND GALLONS PER MINUTE (GPM)AS REQUIRED BY THE IRRIGATION SYSTEM. NOTIFY THE LANDSCAPEARCHITECT PRIOR TO CONTRACT IF THERE IS ANY DISCREPANCY.
15. IRRIGATION WATER SOURCE SHALL BE RECLAIMED WATER, IF AVAILABLE.COORDINATE NEW IRRIGATION WORK WITH EXISTING IRRIGATION TO REMAIN.
16. ALL PERMITS NECESSARY ARE TO BE PROVIDED BY THE INSTALLINGCONTRACTOR UNLESS OTHERWISE SPECIFICALLY STATED.
17. REFER TO THE LANDSCAPE DRAWINGS WHEN LOCATING ALL IRRIGATIONEQUIPMENT. ALLOW AMPLE ROOM NEAR PIPE, VALVES AND OTHER EQUIPMENTFOR THE PLANTING OF TREES AND HEDGES.
18. ALL WIRES SHALL BE INSTALLED IN WIRE SLEEVES UNDER WALKS AND DRIVES.
19. IF THERE IS A CONFLICT BETWEEN THE IRRIGATION PLAN AND SPECIFICATIONS,CONTACT THE LANDSCAPE ARCHITECT IMMEDIATELY.
20. CAREFULLY REVIEW THE IRRIGATION SPECIFICATIONS. THE CONTRACTORSHALL BE RESPONSIBLE FOR ALL ITEMS CONTAINED THEREIN.
21. CONTRACTOR SHALL FURNISH OWNER WITH 2 COPIES OF OPERATIONMANUALS AND WATER SCHEDULING TIMES AS REQUIRED TO SUSTAIN THEPLANT MATERIAL. CONTRACTOR SHALL INSTRUCT THE OWNER AS TO THEPROPER OPERATION AND MAINTENANCE OF THE ENTIRE IRRIGATION SYSTEMPRIOR TO FINAL ACCEPTANCE.
22. THE IRRIGATION SYSTEM SHALL INCLUDE A RAIN SENSOR / SHUT-OFF DEVICETO AVOID IRRIGATION DURING PERIODS OF SUFFICIENT RAINFALL.
GENERAL IRRIGATION NOTES:
R
HUNTER I-CORE CONTROLLER (1)
HUNTER RAIN SYNC DEVICE (1)
IRRIGATION LINE UNDER HARD SURFACE (SLEEVED 3")
IRRIGATION LINE INDICATION
RAINBIRD 6" POP-UP SPRAY HEADS (53) @ 15' O.C.
IRRIGATION LEGEND
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IRRIGATIONS NOTESZONE DESCRIPTION QTY.
1 SPRAY ZONE WITH RAINBIRD POP-UPS 122 SPRAY ZONE WITH RAINBIRD POP-UPS 83 SPRAY ZONE WITH RAINBIRD POP-UPS 34 SPRAY ZONE WITH RAINBIRD POP-UPS 125 SPRAY ZONE WITH RAINBIRD POP-UPS 76 SPRAY ZONE WITH RAINBIRD POP-UPS 11
TOTAL RAINBIRD POP-UPS 53
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DATE
JAB PROJECT #
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SEAL
CLI
ENT
REV
ISIO
NS
DES
CR
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ON
DAT
EN
O.
TT-AT-JB-CS
2018-029
OCT - 2018
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BO
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T A
IA, P
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ND
633
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DRAWN BY
UPDATED ON
DATE
JAB PROJECT #
SHEET #
SEAL
CLI
ENT
REV
ISIO
NS
DES
CR
IPTI
ON
DAT
EN
O.
TT-AT-JB-CS
2018-029
OCT - 2018
11/1
8/20
20AD
JUST
MEN
TS P
ER C
ITY
CO
MM
ENTS
1
SCH
OO
NER
RES
OR
T14
500
- 145
50 G
ULF
BO
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RA
BEAC
H, F
LOR
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PRO
JEC
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04/5
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ATA
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E
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N (G
ARAG
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INFINITY EDGE POOL
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CO
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OR
SH
ALL
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BOD
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M
JO
HN
A.
BO
DZIA
KA
RC
HIT
EC
T A
IA, P
A
TEL:
(727
) 327
-196
6 FA
X: (7
27) 8
26-0
968
743
49th
STR
EET
N. S
AIN
T PE
TER
SBU
RG
, FLO
RID
A 33
710
PR
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WIT
H C
HA
PT
ER
S 5
53 A
ND
633
, LA
WS
OF
FLO
RID
A.
Jun. 24, 21
DRAWN BY
UPDATED ON
DATE
JAB PROJECT #
SHEET #
SEAL
CLI
ENT
REV
ISIO
NS
DES
CR
IPTI
ON
DAT
EN
O.
TT-AT-JB-CS
2018-029
OCT - 2018
11/1
8/20
20AD
JUST
MEN
TS P
ER C
ITY
CO
MM
ENTS
1
SCH
OO
NER
RES
OR
T14
500
- 145
50 G
ULF
BO
ULE
VAR
DM
ADEI
RA
BEAC
H, F
LOR
IDA
PRO
JEC
T
04/5
/202
1R
EVIS
ION
S TO
SIT
E D
ATA
TABL
E
A-1.2
SEC
ON
D F
LOO
R P
LAN
(GU
LF F
RO
NT
LOT)
NORTH
1A-1.2 SCALE: 1/8" = 1'-0"
SECOND FLOOR PLAN (GULF FRONT LOT)
UNIT I
POOL CABANAS
INFINITY EDGE POOLUNIT H
UNIT E
UNIT F
MECHANICAL
UNIT A
UNIT G
UNIT B
UNIT C
UNIT D
630 SQ. FT.
730 SQ. FT.
945 SQ. FT.
580 SQ. FT.
740 SQ. FT.
940 SQ. FT.
865 SQ. FT.
920 SQ. FT.
865 SQ. FT.
CO
NT
RA
CT
OR
SH
ALL
CH
EC
K A
ND
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RIF
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DATE
JAB PROJECT #
SHEET #
SEAL
CLI
ENT
REV
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NS
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CR
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DAT
EN
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TT-AT-JB-CS
2018-029
OCT - 2018
11/1
8/20
20AD
JUST
MEN
TS P
ER C
ITY
CO
MM
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1
SCH
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RES
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T14
500
- 145
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04/5
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1R
EVIS
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S TO
SIT
E D
ATA
TABL
E
1A-1.3 SCALE: 1/8" = 1'-0"
3rd TO 8th FLOOR PLAN
NORTH
A-1.3
3rd
TO 8
th F
LOO
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LAN
POOL CABANAS
UNIT J
INFINITY EDGE POOL
UNIT K
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P D
W
MECHANICAL
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CO
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BO
DZIA
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TEL:
(727
) 327
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PT
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ND
633
, LA
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DRAWN BY
UPDATED ON
DATE
JAB PROJECT #
SHEET #
SEAL
CLI
ENT
REV
ISIO
NS
DES
CR
IPTI
ON
DAT
EN
O.
TT-AT-JB-CS
2018-029
OCT - 2018
11/1
8/20
20AD
JUST
MEN
TS P
ER C
ITY
CO
MM
ENTS
1
SCH
OO
NER
RES
OR
T14
500
- 145
50 G
ULF
BO
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VAR
DM
ADEI
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BEAC
H, F
LOR
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PRO
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04/5
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S TO
SIT
E D
ATA
TABL
E
TOP
FLO
OR
PLA
N
1A-1.4 SCALE: 1/8" = 1'-0"
TOP FLOOR PLAN
NORTH
A-1.4
LEVEL 1 - PARKING ±0'-0"+ 6.5' NAVD
LEVEL 3 +22'-6"+29' NAVD
TOP OF ROOF +103'-0" ABOVE B.F.E + 2'-0"+120.02' NAVD
LEVEL 2 - AMENITIES/BOH +10'-6"+17' NAVD
LEVEL 4 +33'-2"+39.67' NAVD
LEVEL 5 +43'-10"+50.34' NAVD
LEVEL 6 +54'-6"+61.01' NAVD
LEVEL 7 +65'-2"+71.68' NAVD
LEVEL 8 +75'-10"+82.35' NAVD
LEVEL 9 - ROOF DECK +86'-6"+93.02' NAVD
14.0 NAVD B.F.E.
B.F.E. +2'-0" FREEBOARD
CO
NT
RA
CT
OR
SH
ALL
CH
EC
K A
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BOD
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JO
HN
A.
BO
DZIA
KA
RC
HIT
EC
T A
IA, P
A
TEL:
(727
) 327
-196
6 FA
X: (7
27) 8
26-0
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743
49th
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N. S
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SBU
RG
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WIT
H C
HA
PT
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S 5
53 A
ND
633
, LA
WS
OF
FLO
RID
A.
Jun. 24, 21
DRAWN BY
UPDATED ON
DATE
JAB PROJECT #
SHEET #
SEAL
CLI
ENT
REV
ISIO
NS
DES
CR
IPTI
ON
DAT
EN
O.
TT-AT-JB-CS
2018-029
OCT - 2018
11/1
8/20
20AD
JUST
MEN
TS P
ER C
ITY
CO
MM
ENTS
1
SCH
OO
NER
RES
OR
T14
500
- 145
50 G
ULF
BO
ULE
VAR
DM
ADEI
RA
BEAC
H, F
LOR
IDA
PRO
JEC
T
04/5
/202
1R
EVIS
ION
S TO
SIT
E D
ATA
TABL
E
10'-6
"12
'-0"
10'-8
"10
'-8"
10'-8
"10
'-8"
10'-8
"10
'-8"
27'-0
"
103
'-0"
BU
ILD
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HE
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T A
BO
VE B
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. + 2
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RE
EB
OA
RD
8'-6
"2'
-0"
A-5.0
EAST
ELE
VATI
ON
(FR
ON
T)
1A-5.0 SCALE: 1/8" = 1'-0"
EAST ELEVATION (FRONT)
LEVEL 1 - PARKING ±0'-0"+ 6.5' NAVD
LEVEL 3 +22'-6"+29' NAVD
TOP OF ROOF +103'-0" ABOVE B.F.E + 2'-0"+120.02' NAVD
LEVEL 2 - AMENITIES/BOH +10'-6"+17' NAVD
LEVEL 4 +33'-2"+39.67' NAVD
LEVEL 5 +43'-10"+50.34' NAVD
LEVEL 6 +54'-6"+61.01' NAVD
LEVEL 7 +65'-2"+71.68' NAVD
LEVEL 8 +75'-10"+82.35' NAVD
LEVEL 9 - ROOF DECK +86'-6"+93.02' NAVD
14.0 NAVD B.F.E.
B.F.E. +2'-0" FREEBOARD
SAND
CO
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CT
OR
SH
ALL
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TIO
N M
ANAG
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TFL
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REG
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N N
O. A
R00
0506
5EM
AIL:
JAC
K@JA
BOD
ZIAK
.CO
M
JO
HN
A.
BO
DZIA
KA
RC
HIT
EC
T A
IA, P
A
TEL:
(727
) 327
-196
6 FA
X: (7
27) 8
26-0
968
743
49th
STR
EET
N. S
AIN
T PE
TER
SBU
RG
, FLO
RID
A 33
710
PR
OF
ES
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NA
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DE
TE
RM
INE
D IN
AC
CO
RD
AN
CE
WIT
H C
HA
PT
ER
S 5
53 A
ND
633
, LA
WS
OF
FLO
RID
A.
Jun. 24, 21
DRAWN BY
UPDATED ON
DATE
JAB PROJECT #
SHEET #
SEAL
CLI
ENT
REV
ISIO
NS
DES
CR
IPTI
ON
DAT
EN
O.
TT-AT-JB-CS
2018-029
OCT - 2018
11/1
8/20
20AD
JUST
MEN
TS P
ER C
ITY
CO
MM
ENTS
1
SCH
OO
NER
RES
OR
T14
500
- 145
50 G
ULF
BO
ULE
VAR
DM
ADEI
RA
BEAC
H, F
LOR
IDA
PRO
JEC
T
04/5
/202
1R
EVIS
ION
S TO
SIT
E D
ATA
TABL
E
A-5.1
NO
RTH
ELE
VATI
ON
(RIG
HT
SID
E)
1A-5.1 SCALE: 1/8" = 1'-0"
NORTH ELEVATION (RIGHT SIDE)
10'-6
"12
'-0"
10'-8
"10
'-8"
10'-8
"10
'-8"
10'-8
"10
'-8"
27'-0
"
103
'-0"
BU
ILD
ING
HE
IGH
T A
BO
VE B
.F.E
. + 2
'-0" F
RE
EB
OA
RD
8'-6
"2'
-0"
LEVEL 1 - PARKING ±0'-0"+ 6.5' NAVD
LEVEL 3 +22'-6"+29' NAVD
TOP OF ROOF +103'-0" ABOVE B.F.E + 2'-0"+120.02' NAVD
LEVEL 2 - AMENITIES/BOH +10'-6"+17' NAVD
LEVEL 4 +33'-2"+39.67' NAVD
LEVEL 5 +43'-10"+50.34' NAVD
LEVEL 6 +54'-6"+61.01' NAVD
LEVEL 7 +65'-2"+71.68' NAVD
LEVEL 8 +75'-10"+82.35' NAVD
LEVEL 9 - ROOF DECK +86'-6"+93.02' NAVD
14.0 NAVD B.F.E.B.F.E. +2'-0" FREEBOARD
CO
NT
RA
CT
OR
SH
ALL
CH
EC
K A
ND
VE
RIF
Y A
LL D
IME
NS
ION
S A
ND
CO
OR
DIN
AT
E A
LL F
IELD
CO
ND
ITIO
NS
. A
LL D
ISC
RE
PA
NC
IES
AN
D C
ON
FLI
CT
S S
HA
LL B
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EP
OR
TE
D T
O T
HE
AR
CH
ITE
CT
IN
WR
ITIN
G P
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R T
O P
RO
CE
ED
ING
OR
CO
NT
INU
ING
WIT
H C
ON
ST
RU
CT
ION
. U
NR
EP
OR
TE
D D
ISC
RE
PA
NC
IES
AN
D C
ON
FLI
CT
S S
HA
LL R
EM
AIN
TH
E R
ES
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ITY
OF
TH
E C
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TR
AC
TO
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PRO
DU
CED
, CH
ANG
ED O
R C
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ED IN
AN
Y FO
RM
OR
IDEA
S, D
ESIG
NS
AND
PLA
NS
ARE
NO
T TO
BE
RE-
JOH
N A
. BO
DZI
AK &
ASS
OC
. IN
C.,
HER
EBY
RES
ERVE
S IT
S
CO
MM
ON
LAW
CO
PYR
IGH
TS A
ND
OTH
ER P
RO
PER
TY
RIG
HTS
IN T
HES
E PL
ANS,
IDEA
S AN
D D
ESIG
N. T
HES
E
FIC
ATIO
NS
APPE
ARIN
G O
N T
HES
E PL
ANS.
AND
CO
ND
ITIO
NS
OF
THE
JOB
AND
JO
HN
A. B
OD
ZIAK
&
ASSO
C. I
NC
.,BE
NO
TIFI
ED IN
WR
ITIN
G O
F AN
Y VA
RIA
TIO
N
TAIN
ING
TH
E EX
PRES
S W
RIT
TEN
PER
MIS
SIO
N A
ND
FRO
M T
HE
DIM
ENSI
ON
S, C
ON
DIT
ION
S AN
D S
PEC
I-
JOH
N A
. BO
DZI
AK &
ASS
OC
. IN
C.,
WR
ITTE
N D
IMEN
SIO
NS
SHAL
L
SIG
NED
TO
AN
Y TH
IRD
PAR
TY W
ITH
OU
T FI
RST
OB-
MAT
TER
WH
ATSO
EVER
, NO
R A
RE
THEY
TO
BE
AS-
CO
NSE
NT
AND
APP
RO
PRIA
TE C
OM
PEN
SATI
ON
TO
HAV
E PR
ECED
ENC
E O
VER
SC
ALE
DIM
ENSI
ON
S. C
ON
TRAC
TOR
SHAL
L VE
RIF
Y AN
D B
E R
ESPO
NSI
BLE
FOR
DIM
ENSI
ON
S
ARC
HIT
ECTU
RE,
DES
IGN
, AN
D C
ON
STR
UC
TIO
N M
ANAG
EMEN
TFL
OR
IDA
REG
ISTR
ATIO
N N
O. A
R00
0506
5EM
AIL:
JAC
K@JA
BOD
ZIAK
.CO
M
JO
HN
A.
BO
DZIA
KA
RC
HIT
EC
T A
IA, P
A
TEL:
(727
) 327
-196
6 FA
X: (7
27) 8
26-0
968
743
49th
STR
EET
N. S
AIN
T PE
TER
SBU
RG
, FLO
RID
A 33
710
PR
OF
ES
SIO
NA
L S
TA
TE
ME
NT
: TO
TH
E B
ES
T O
F T
HIS
AR
CH
ITE
CT
'S K
NO
WLE
DG
E, E
NC
LOS
ED
PLA
NS
AN
D S
PE
CIF
ICA
TIO
NS
CO
MP
LY W
ITH
TH
E A
PP
LIC
AB
LE M
INIM
UM
BU
ILD
ING
CO
DE
S A
ND
TH
E A
PP
LIC
AB
LE M
INIM
UM
FIR
E S
AF
ET
Y S
TA
ND
AR
DS
AS
DE
TE
RM
INE
D IN
AC
CO
RD
AN
CE
WIT
H C
HA
PT
ER
S 5
53 A
ND
633
, LA
WS
OF
FLO
RID
A.
Jun. 24, 21
DRAWN BY
UPDATED ON
DATE
JAB PROJECT #
SHEET #
SEAL
CLI
ENT
REV
ISIO
NS
DES
CR
IPTI
ON
DAT
EN
O.
TT-AT-JB-CS
2018-029
OCT - 2018
11/1
8/20
20AD
JUST
MEN
TS P
ER C
ITY
CO
MM
ENTS
1
SCH
OO
NER
RES
OR
T14
500
- 145
50 G
ULF
BO
ULE
VAR
DM
ADEI
RA
BEAC
H, F
LOR
IDA
PRO
JEC
T
04/5
/202
1R
EVIS
ION
S TO
SIT
E D
ATA
TABL
E
A-5.2
SOU
TH E
LEVA
TIO
N (L
EFT
SID
E)
1A-5.2 SCALE: 1/8" = 1'-0"
SOUTH ELEVATION (LEFT SIDE)
10'-6
"12
'-0"
10'-8
"10
'-8"
10'-8
"10
'-8"
10'-8
"10
'-8"
27'-0
"
103
'-0"
BU
ILD
ING
HE
IGH
T A
BO
VE B
.F.E
. + 2
'-0" F
RE
EB
OA
RD
8'-6
"2'
-0"
LEVEL 1 - PARKING ±0'-0"+ 6.5' NAVD
LEVEL 3 +22'-6"+29' NAVD
TOP OF ROOF +103'-0" ABOVE B.F.E + 2'-0"+120.02' NAVD
LEVEL 2 - AMENITIES/BOH +10'-6"+17' NAVD
LEVEL 4 +33'-2"+39.67' NAVD
LEVEL 5 +43'-10"+50.34' NAVD
LEVEL 6 +54'-6"+61.01' NAVD
LEVEL 7 +65'-2"+71.68' NAVD
LEVEL 8 +75'-10"+82.35' NAVD
LEVEL 9 - ROOF DECK +86'-6"+93.02' NAVD
14.0 NAVD B.F.E.B.F.E. +2'-0" FREEBOARD
CO
NT
RA
CT
OR
SH
ALL
CH
EC
K A
ND
VE
RIF
Y A
LL D
IME
NS
ION
S A
ND
CO
OR
DIN
AT
E A
LL F
IELD
CO
ND
ITIO
NS
. A
LL D
ISC
RE
PA
NC
IES
AN
D C
ON
FLI
CT
S S
HA
LL B
E R
EP
OR
TE
D T
O T
HE
AR
CH
ITE
CT
IN
WR
ITIN
G P
RIO
R T
O P
RO
CE
ED
ING
OR
CO
NT
INU
ING
WIT
H C
ON
ST
RU
CT
ION
. U
NR
EP
OR
TE
D D
ISC
RE
PA
NC
IES
AN
D C
ON
FLI
CT
S S
HA
LL R
EM
AIN
TH
E R
ES
PO
NS
IBIL
ITY
OF
TH
E C
ON
TR
AC
TO
R.
PRO
DU
CED
, CH
ANG
ED O
R C
OPI
ED IN
AN
Y FO
RM
OR
IDEA
S, D
ESIG
NS
AND
PLA
NS
ARE
NO
T TO
BE
RE-
JOH
N A
. BO
DZI
AK &
ASS
OC
. IN
C.,
HER
EBY
RES
ERVE
S IT
S
CO
MM
ON
LAW
CO
PYR
IGH
TS A
ND
OTH
ER P
RO
PER
TY
RIG
HTS
IN T
HES
E PL
ANS,
IDEA
S AN
D D
ESIG
N. T
HES
E
FIC
ATIO
NS
APPE
ARIN
G O
N T
HES
E PL
ANS.
AND
CO
ND
ITIO
NS
OF
THE
JOB
AND
JO
HN
A. B
OD
ZIAK
&
ASSO
C. I
NC
.,BE
NO
TIFI
ED IN
WR
ITIN
G O
F AN
Y VA
RIA
TIO
N
TAIN
ING
TH
E EX
PRES
S W
RIT
TEN
PER
MIS
SIO
N A
ND
FRO
M T
HE
DIM
ENSI
ON
S, C
ON
DIT
ION
S AN
D S
PEC
I-
JOH
N A
. BO
DZI
AK &
ASS
OC
. IN
C.,
WR
ITTE
N D
IMEN
SIO
NS
SHAL
L
SIG
NED
TO
AN
Y TH
IRD
PAR
TY W
ITH
OU
T FI
RST
OB-
MAT
TER
WH
ATSO
EVER
, NO
R A
RE
THEY
TO
BE
AS-
CO
NSE
NT
AND
APP
RO
PRIA
TE C
OM
PEN
SATI
ON
TO
HAV
E PR
ECED
ENC
E O
VER
SC
ALE
DIM
ENSI
ON
S. C
ON
TRAC
TOR
SHAL
L VE
RIF
Y AN
D B
E R
ESPO
NSI
BLE
FOR
DIM
ENSI
ON
S
ARC
HIT
ECTU
RE,
DES
IGN
, AN
D C
ON
STR
UC
TIO
N M
ANAG
EMEN
TFL
OR
IDA
REG
ISTR
ATIO
N N
O. A
R00
0506
5EM
AIL:
JAC
K@JA
BOD
ZIAK
.CO
M
JO
HN
A.
BO
DZIA
KA
RC
HIT
EC
T A
IA, P
A
TEL:
(727
) 327
-196
6 FA
X: (7
27) 8
26-0
968
743
49th
STR
EET
N. S
AIN
T PE
TER
SBU
RG
, FLO
RID
A 33
710
PR
OF
ES
SIO
NA
L S
TA
TE
ME
NT
: TO
TH
E B
ES
T O
F T
HIS
AR
CH
ITE
CT
'S K
NO
WLE
DG
E, E
NC
LOS
ED
PLA
NS
AN
D S
PE
CIF
ICA
TIO
NS
CO
MP
LY W
ITH
TH
E A
PP
LIC
AB
LE M
INIM
UM
BU
ILD
ING
CO
DE
S A
ND
TH
E A
PP
LIC
AB
LE M
INIM
UM
FIR
E S
AF
ET
Y S
TA
ND
AR
DS
AS
DE
TE
RM
INE
D IN
AC
CO
RD
AN
CE
WIT
H C
HA
PT
ER
S 5
53 A
ND
633
, LA
WS
OF
FLO
RID
A.
Jun. 24, 21
DRAWN BY
UPDATED ON
DATE
JAB PROJECT #
SHEET #
SEAL
CLI
ENT
REV
ISIO
NS
DES
CR
IPTI
ON
DAT
EN
O.
TT-AT-JB-CS
2018-029
OCT - 2018
11/1
8/20
20AD
JUST
MEN
TS P
ER C
ITY
CO
MM
ENTS
1
SCH
OO
NER
RES
OR
T14
500
- 145
50 G
ULF
BO
ULE
VAR
DM
ADEI
RA
BEAC
H, F
LOR
IDA
PRO
JEC
T
04/5
/202
1R
EVIS
ION
S TO
SIT
E D
ATA
TABL
E
A-5.3
WES
T EL
EVAT
ION
(REA
R)
1A-5.3 SCALE: 1/8" = 1'-0"
WEST ELEVATION (REAR)
10'-6
"12
'-0"
10'-8
"10
'-8"
10'-8
"10
'-8"
10'-8
"10
'-8"
27'-0
"
103
'-0"
BU
ILD
ING
HE
IGH
T A
BO
VE B
.F.E
. + 2
'-0" F
RE
EB
OA
RD
8'-6
"2'
-0"