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: JACK@JABODZIAK.COM

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, PE727.421.1294stmengineering.scott@gmail.com

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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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:

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JAB PROJECT #

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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.

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DEMOLITION PLAN

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R

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PROPERTY LINEPROPERTY LINE

PROPERTY LINE PROPERTY LINE

PROPERTY LINE

PRO

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PRO

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PRO

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PRO

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PROPERTY LINE

10'-0" SETBACK10'-0" SETBACK

10'-0" SETBACK 10'-0" SETBACK

35'-0

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2'-0

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CC

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PROPERTY LINEPROPERTY LINE

PROPERTY LINE PROPERTY LINE

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5'-0" SETBACK 5'-0" SETBACK

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10'-0" SETBACK 10'-0" SETBACK

35'-0

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5'-0

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2'-0"REQUIREDSETBACK

5'-0

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FUTUREACTIVITY

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LOBBY

LINE OFBUILDINGABOVE

10'-0

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10'-2

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25'-1"BUILDINGSETBACK

5'-0

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LINE OFBUILDING

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36'-9"PROPOSEDSETBACK

15'-0"REQUIREDSETBACK

16'-9"PROPOSEDSETBACK

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DUMPSTERAREA

STOPSIGN

STOPSIGN

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SIDEW

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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

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5'-6"

10'-0

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R10'-0"

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36'-0"

18'-0

"

18'-0"

18'-0

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12'-0

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18'-0"

36'-0"

18'-0

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28'-6

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24'-7"

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(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

--

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M

12'-0" 5'-0"

18'-0

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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

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TT-AT-JB-CS

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AN

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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

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GR

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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

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1 1/

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FINISH GRADE

BACKFILL MIX

PUDDLE ANDSETTLE BACKFILL

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GALV. GUY WIRESURVEYOR'S FLAGGINGTAPE - EA. WIRE

TURNBUCKLE

REBAR STAKEBELOW GRADE

MIX

SLOPED NOTCOMPACTED

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BACKFILL MIX

FINISH GRADE

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TYPICAL

SEE PLANTING DETAILS

IMPORTED TOPSOILSEE SPECIFICATIONS

IMPORTED BARK MULCH

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2018-029

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SHRUB PLANTING (TYP. DETAIL) 3ASP-1.1 SCALE: N.T.S.

TREE GUYING (TYP. DETAIL)

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LAN

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LANDSCAPE PLAN

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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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PERFORATED LINE INDICATION

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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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

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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

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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

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20AD

JUST

MEN

TS P

ER C

ITY

CO

MM

ENTS

1

SCH

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RES

OR

T14

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50 G

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04/5

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1R

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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

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53 A

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633

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FLO

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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

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PRO

JEC

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04/5

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1R

EVIS

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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

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T A

BO

VE B

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'-0" F

RE

EB

OA

RD

8'-6

"2'

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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

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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

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"