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 PLAT

BOOK 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 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 MAP OR PLAT THEREOF, AS RECORDED IN

PLAT BOOK 22, PAGE 87, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.

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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 Minus

A/C = Air Conditioner

BW/F = Barbwire Fence

BFE = Base Flood Elevation

BFP = Backflow Preventor

CB = Chord Bearing

CH = Chord

C.A.B. = Condominium Plat Book

C/C = Covered Concrete

C/S = Concrete Slab

C/SW = Concrete Sidewalk

CCCL = Coastal Construction Control Line

CL = Centerline

CLF = Chainlink Fence

COV. = Covered

CLP = Concrete Light Pole

CMP = Corrugated Metal Pipe

CONC. = Concrete

D = Delta Angle

D.B. = Deed Book

D/W = Driveway

DMH = Drainage Manhole

E/P = Edge of Pavement

EL = Elevation

EOW = Edge of Water

F = Found

FCIR = Found Iron Rod & Cap

FCM = Found Concrete Monument

FDOT = Florida Department of Transportation

FFE = Finished Floor Elevation

FIP = Found Iron Pipe

FIR = Found Iron Rod No Cap

FMN = Found Mag Nail

FND = Found Nail & Disk

FPP = Found Pinched Pipe

FRD = Found Rivet & Disk

G.I. = Grate Inlet

GV = Gate Valve

HYD = Fire Hydrant

I.E. = Invert Elevation

LB = Corporate Certificate Number

LP = Light Pole

LFE = Lowest Floor Elevation

M.O.L. = More or Less

MES = Mitered End Section

N&D = Nail & Disk

NFNS = Not Found and Not Set

OCS = Outfall Control Structure

OHW = Overhead Wire

O.R. = Official Records Book

P.B. = Plat Book

PCP = Permanent Control Point

PG(s) = Page(s)

PLS = Professional Land Surveyor

POB = Point of Beginning

POC = Point of Commencement

PRC = Point of Reverse Curvature

PRM = Permanent Reference Monument

R = Radius

RGE = Range

R/W = Right-of-way

RCP = Reinforced Concrete Pipe

SCM = Set Concrete Monument PLS #2865

SCIR = Set Iron Rod & Cap 5/8" PLS #2865

SMH = Sanitary Manhole

SMN = Set Mag Nail

SND = Set Nail & Disc PLS #2865

TBM = Temporary Benchmark

TOB = Top of Bank

TOS = Toe of Slope

TWP = Township

TYP = Typical

UB = Utility Box

UP = Utility Pole

V/F = Vinyl Fence

W/F = Wood Fence

WM = Water Meter

W.O. = Work Order

WV = 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

M

A

T

C

H

L

I

N

E

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

M

A

T

C

H

L

I

N

E

LEGEND

SYMBOL LEGEND

(C) = Calculated Data

(D) = Data per Description

(F) = Field Determined

(M) = Measured Data

(P) = Data per Plat

+ / - = Plus or Minus

A/C = Air Conditioner

BW/F = Barbwire Fence

BFE = Base Flood Elevation

BFP = Backflow Preventor

CB = Chord Bearing

CH = Chord

C.A.B. = Condominium Plat Book

C/C = Covered Concrete

C/S = Concrete Slab

C/SW = Concrete Sidewalk

CCCL = Coastal Construction Control Line

CL = Centerline

CLF = Chainlink Fence

COV. = Covered

CLP = Concrete Light Pole

CMP = Corrugated Metal Pipe

CONC. = Concrete

D = Delta Angle

D.B. = Deed Book

D/W = Driveway

DMH = Drainage Manhole

E/P = Edge of Pavement

EL = Elevation

EOW = Edge of Water

F = Found

FCIR = Found Iron Rod & Cap

FCM = Found Concrete Monument

FDOT = Florida Department of Transportation

FFE = Finished Floor Elevation

FIP = Found Iron Pipe

FIR = Found Iron Rod No Cap

FMN = Found Mag Nail

FND = Found Nail & Disk

FPP = Found Pinched Pipe

FRD = Found Rivet & Disk

G.I. = Grate Inlet

GV = Gate Valve

HYD = Fire Hydrant

I.E. = Invert Elevation

LB = Corporate Certificate Number

LP = Light Pole

LFE = Lowest Floor Elevation

M.O.L. = More or Less

MES = Mitered End Section

N&D = Nail & Disk

NFNS = Not Found and Not Set

OCS = Outfall Control Structure

OHW = Overhead Wire

O.R. = Official Records Book

P.B. = Plat Book

PCP = Permanent Control Point

PG(s) = Page(s)

PLS = Professional Land Surveyor

POB = Point of Beginning

POC = Point of Commencement

PRC = Point of Reverse Curvature

PRM = Permanent Reference Monument

R = Radius

RGE = Range

R/W = Right-of-way

RCP = Reinforced Concrete Pipe

SCM = Set Concrete Monument PLS #2865

SCIR = Set Iron Rod & Cap 5/8" PLS #2865

SMH = Sanitary Manhole

SMN = Set Mag Nail

SND = Set Nail & Disc PLS #2865

TBM = Temporary Benchmark

TOB = Top of Bank

TOS = Toe of Slope

TWP = Township

TYP = Typical

UB = Utility Box

UP = Utility Pole

V/F = Vinyl Fence

W/F = Wood Fence

WM = Water Meter

W.O. = Work Order

WV = 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-STORY

BUILDING TO BE

DEMOLISHED

2-STORY

BUILDING TO BE

DEMOLISHED

POOL & POOL

DECK TO BE

DEMOLISHED

POOL & POOL

DECK TO BE

DEMOLISHED

P

A

V

E

R

S

T

O

B

E

R

E

M

O

V

E

D

P

A

V

E

R

S

T

O

B

E

R

E

M

O

V

E

D

P

A

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E

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S

T

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E

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E

D

P

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E

R

S

T

O

B

E

R

E

M

O

V

E

D

PLANTERS TO

BE DEMOLISHED

PLANTERS TO

BE DEMOLISHED

PLANTERS TO

BE DEMOLISHED

TREES TO BE

REMOVED

TREES TO BE

REMOVED

TREES TO BE

REMOVED

TREES TO BE

REMOVED

SIGN TO BE

REMOVED

P

A

V

E

R

S

T

O

B

E

R

E

M

O

V

E

D

P

A

V

E

R

S

T

O

B

E

R

E

M

O

V

E

D

7,335.38 S.F.

PRESERVATION

AREA

2-STORY

BUILDING TO BE

DEMOLISHED

1-STORY

BUILDING TO BE

DEMOLISHED

CONCRETE

DRIVEWAY TO

BE DEMOLISHED

CONCRETE

DRIVEWAY TO

BE DEMOLISHED

TREES TO BE

REMOVED

TREES TO BE

REMOVED

TREES TO BE

REMOVED

TREES TO BE

REMOVED

TREES TO BE

REMOVED

TREES TO BE

REMOVED

ASPHALT

DRIVEWAY TO

BE DEMOLISHED

TREES TO BE

REMOVED

2-STORY

BUILDING TO BE

DEMOLISHED

TREE TO BE REMOVED

DEMOLITION NOTES:

AND REMOVED, LEAVING SURFACES CLEAN, SOLID, AND READY TO

RECEIVE 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 WORKMEN

ALSO 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 THE

APPROVAL 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

CO

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SCALE: 1" = 20'-0"

DEMOLITION PLAN

1

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M

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M

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R

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R

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PROPERTY LINE

PROPERTY LINE

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L

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E

PR

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10'-0" SETBACK

5'-0" SETBACK

5'-0" SETBACK

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10'-0" SETBACK

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

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PROPOSED

9500 SQ. FT

RETAIL SPACE

12

34

5

UP.

67

89

1011

12

R

1

R

2

R

3

RAMP

UP

R

15

R

16

R

17

R

20

R

19

R

18

35'-0"

REQUIRED

SETBACK

5'-0"

RE

QU

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ED

SE

TB

AC

K

2'-0"

REQUIRED

SETBACK

5'-0"

RE

QU

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SE

TB

AC

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FUTURE

ACTIVITY

AREA

LOBBY

LINE OF

BUILDING

ABOVE

10'-0"

RE

QU

IR

ED

SE

TB

AC

K

10'-2"

BU

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IN

G

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TB

AC

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25'-0"

REQUIRED

SETBACK

25'-1"

BUILDING

SETBACK

5'-0"

RE

QU

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SE

TB

AC

K

5'-2"

BU

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IN

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TB

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LINE OF

BUILDING

ABOVE

ADA

WALKWAY

5'-0"

PROPOSED

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5'-11"

PR

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SE

TB

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K

36'-9"

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SETBACK

15'-0"

REQUIRED

SETBACK

16'-9"

PROPOSED

SETBACK

5'-7"

PR

OP

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SE

TB

AC

K

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SIGN

STOP

SIGN

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TIN

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ID

EW

AL

K

NEW SIDEWALK

EXISTING SIDEWALK

NEW SIDEWALK

GREEN

AREA

STORM

WATER

RETENTION

GREEN AREA

GREEN AREA

GREEN AREA

GREEN

AREA

4'-1"

BUILDIN

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SETBACK

BICYCLE

PARKING (x6)

PEDESTRIAN

CROSSWALK

SIGN W/

RECTANGULAR

FLASHING

BEACONS

PEDESTRIAN

CROSSWALK

SIGN W/

RECTANGULAR

FLASHING

BEACONS

NEW PEDESTRIAN CROSSWALK

TO MATCH EXISTING SURFACE W/

12" (W) HIGH VISIBILITY

CROSSWALK MARKING STRIPES

SPACED @ 12"

START OF

SILT FENCE

START OF

SILT FENCE

SILT FENCE

SILT FENCE

SILT FENCE

SILT FENCE

SILT FENCE

SILT FENCE

START OF

SILT FENCE

SILT FENCE

SILT FENCE

SILT FENCE SILT FENCE

SILT FENCE

SILT FENCE

SILT FENCE

POOL ABOVE

25'x25' CLEAR

VISION TRIANGLE

25'x25' CLEAR

VISION TRIANGLE

24

'-0

"

5'-6"

10

'-0

"

R

1

0

'

-

0

"

R

1

0

'

-

0

"

36'-0"

18

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"

18'-0"

18

'-0

"

12

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"1

2'-0

"

18'-0"

36'-0"

18

'-0

"

28

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"

25'-0"

24

'-8

"

25'-9"

24'-7"

EX

IS

TIN

G S

ID

EW

AL

K

EX

IS

TIN

G S

ID

EW

AL

K

EXISTING

BUILDING

(57'-0" HIGH)

14'-0" HIGH

EXISTING

BUILDING

10'-0" HIGH

10'-0"

24

'-2

"

18'-0"

LINE OF

CANOPY

ABOVE

5'-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 COMPLIANCE

WITH 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 THE

CODE OF ORDINANCES OF MADEIRA BEACH, PART

II, 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"

MOTORCYCLE

PARKING SPACE

REGULAR

PARKING SPACE

HANDICAP

PARKING SPACE

2

ASP-1.0

SCALE: N.T.S.

SILT FENCE DETAIL

3

ASP-1.0

SCALE: N.T.S.

BIKE RACK DETAIL

4

ASP-1.0

SCALE: 1"=1'-0"

FDOT CONCRETE CURB TYPE "D" DETAIL

LOTS 1, 2, 71, 72, 73, AND 74, SUNNY SHORES, ACCORDING TO THE

PLAT THEREOF RECORDED IN PLAT BOOK 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 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 MAP

OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 22, PAGE 87, OF

THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.

LEGAL DESCRIPTION:

LEGENDSYMBOL LEGEND

(C) = Calculated Data

(D) = Data per Description

(F) = Field Determined

(M) = Measured Data

(P) = Data per Plat

+ / - = Plus or Minus

A/C = Air Conditioner

BW/F = Barbwire Fence

BFE = Base Flood Elevation

BFP = Backflow Preventor

CB = Chord Bearing

CH = Chord

C.A.B. = Condominium Plat Book

C/C = Covered Concrete

C/S = Concrete Slab

C/SW = Concrete Sidewalk

CCCL = Coastal Construction Control Line

CL = Centerline

CLF = Chainlink Fence

COV. = Covered

CLP = Concrete Light Pole

CMP = Corrugated Metal Pipe

CONC. = Concrete

D = Delta Angle

D.B. = Deed Book

D/W = Driveway

DMH = Drainage Manhole

E/P = Edge of Pavement

EL = Elevation

EOW = 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 LEGEND

F = FOUND

FCIR = FOUND IRON ROD & CAP

FCM = FOUND CONCRETE MONUMENT

FDOT = FLORIDA DEPARTMENT OF TRANSPORTATION

FFE = FINISHED FLOOR ELEVATION

FIP = FOUND IRON PIPE

FIR = FOUND IRON ROD NO CAP

FMN = FOUND MAG NAIL

FND = FOUND NAIL & DISK

FPP = FOUND PINCHED PIPE

FRD = FOUND RIVET & DISK

G.I. = GRATE INLET

GV = GATE VALVE

HYD = FIRE HYDRANT

I.E. = INVERT ELEVATION

LB = CORPORATE CERTIFICATE NUMBER

LP = LIGHT POLE

LFE = LOWEST FLOOR ELEVATION

M.O.L. = MORE OR LESS

MES = MITERED END SECTION

N&D = NAIL & DISK

NFNS = NOT FOUND AND NOT SET

OCS = OUTFALL CONTROL STRUCTURE

OHW = OVERHEAD WIRE

O.R. = OFFICIAL RECORDS BOOK

P.B. = PLAT BOOK

PCP = PERMANENT CONTROL POINT

PG(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 Surveyor

POB = Point of Beginning

POC = Point of Commencement

PRC = Point of Reverse Curvature

PRM = Permanent Reference Monument

R = Radius

RGE = Range

R/W = Right-of-way

RCP = Reinforced Concrete Pipe

SCM = Set Concrete Monument PLS #2865

SCIR = Set Iron Rod & Cap 5/8" PLS #2865

SMH = Sanitary Manhole

SMN = Set Mag Nail

SND = Set Nail & Disc PLS #2865

TBM = Temporary Benchmark

TOB = Top of Bank

TOS = Toe of Slope

TWP = Township

TYP = Typical

UB = Utility Box

UP = Utility Pole

V/F = Vinyl Fence

W/F = Wood Fence

WM = Water Meter

W.O. = Work Order

WV = Water Valve

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JAB PROJECT #

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SCALE: 1" = 20'-0"

GRAPHIC SCALE (IN FEET)

0

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ASP-1.0

SCALE: 1" = 20'-0"

ARCHITECTURAL SITE PLAN

NORTH

5

ASP-1.0

SCALE: 1/16" = 1'-0"

TYPICAL PARKING SPACES

VM

CONOCARPUS ERECTUS

SH

RU

BS

PLANT MATERIAL SCHEDULE (BOTH LOTS):

E

QTY. BOTANICAL NAME SPECS.CODE COMMON NAME

CHRISTMAS

PALM

IH RHAPHIOLEPIS INDICA

INDIAN

HAWTHORN

BUSH

VEITCHIA MERRILLI

8'-10' HGT. X 6" DBH

DOUBLE TRUNKS

STRELITZIA REGINAE

BIRD OF

PARADISE

3 GAL., 24"-26"

HGT. X 24" SPR,

DENSE

SR

CE

SILVER

BUTTONWOOD

8'-10' HGT. X

4" DBH

ST. AUGUSTINE FLORATUMSOD

ST. AUGUSTINE

SOD

2'-6' HGT. x

3' WIDE

SH

AD

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TR

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CO

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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

NA

ME

NT

AL

TR

EE

S

F,E

HS HIBISCUS SPP. (NATIVES &

THEIR HYBRIDS ONLY)

HIBISCUS

3 GAL., 24"-26"

HGT. X 24" SPR,

DENSE

F,E

8,706

S.F.

TRACHELOSPERUM

ASIATICUM

VARIEGATED

VA

VARIEGATED

ASIAN JASMINE

2,514

S.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 LANDSCAPE

ARCHITECT.

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 LANDSCAPE

ARCHITECT 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'S

NATURAL 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 GULF

BOULEVARD. A MINIMUM OF TEN PERCENT OF THAT PORTION OF THE LOT LOCATED EAST OF THE COUNTY COASTAL CONSTRUCTION CONTROL LINE AS ESTABLISHED BY THE STATE

SHALL 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 OR

SHRUBS SHALL NOT EXCEED THREE FEET IN HEIGHT AND TREES SHALL BE TRIMMED BELOW TEN FEET IN HEIGHT. SUCH LANDSCAPED AREAS MAY INCLUDE PASSIVE RECREATION

FACILITIES 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 GREEN

AREA.

(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 PROPERTY

ABUTS THE INTERSECTION OF TWO OR MORE PUBLIC RIGHT-OF-WAYS, ALL LANDSCAPING WITHIN THE TRIANGULAR AREAS DESCRIBED AS [OR] REFERRED TO AS THE "CROSS-VISIBILITY

AREA," SHALL PROVIDE UNOBSTRUCTED CROSS-VISIBILITY AT A LEVEL BETWEEN 36 INCHES AND EIGHT FEET. TREES AND PLANT MATERIAL TRIMMED IN SUCH A MANNER THAT CROSS

VISIBILITY 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 FOR

FIELD STOCK ONLY

LEVEL W/ SURFACE OF

INSTALL TOP OF ROOT MASS

2 TIMES

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PT

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CONTAINER DIAMETER

THAN DIAMETER OF ROOT BALL

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BACKFILL MIX

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RUBBER TREE TIE

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SURVEYOR'S FLAGGING

TAPE - EA. WIRE

TURNBUCKLE

REBAR STAKE

BELOW GRADE

MIX

SLOPED NOT

COMPACTED

BACKFILL MIX

BACKFILL MIX

FINISH GRADE

PUDDLE AND SETTLE

CONTAINER DIAMETER

TYPICAL

SEE PLANTING DETAILS

IMPORTED TOPSOIL

SEE SPECIFICATIONS

IMPORTED BARK MULCH

DE

PT

H

1 1/2 T

IM

ES

CO

NT

AIN

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24" M

IN

.

30" T

YP

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2 TIMES

TREE OR SHRUB ROOTBALL

WIDTH PER PLANS

2

M

1

M

4

M

3

M

R

10

R

11

R

12

R

13

R

9

R

8

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7

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6

R

4

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5

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PROPERTY LINE

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PLANTER ISLAND (TYP. DETAIL)

2

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SHRUB PLANTING (TYP. DETAIL)

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6789101112

PROPOSED

9500 SQ. FT

RETAIL SPACE

12

34

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67

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ZONE #1

ZONE #2

ZONE #3

ZONE #5

ZONE #4

1. THE CONTRACTOR SHALL PROVIDE A 100% COVERAGE AUTOMATIC IRRIGATION

SYSTEM ACCORDING TO THE IRRIGATION SPECIFICATIONS. IN ALL CASES

COMPLY WITH THE WRITTEN IRRIGATION SPECIFICATIONS AND THE GENERAL

IRRIGATION NOTES.

2. ALL QUESTIONS CONCERNING SPECIFICATIONS ARE TO BE DIRECTED TO THE

ARCHITECT.

3. SHRUB RISERS SHALL ONLY BE INSTALLED IN HEDGES OR MASS PLANTINGS

NOT TO EXTEND MORE THAN 3" ABOVE THE INSTALLED HEIGHT OF THE SHRUB.

IN NO CASE SHALL SHRUB RISERS BE INSTALLED DIRECTLY ADJACENT TO

CURBS, WALKS OR OTHER VEHICULAR ACCESS WAYS. IF RISERS ARE TO BE

USED IN HEDGES ABUTTING PARKING AREAS, THEY MUST BE PLACED A

MINIMUM OF 30" AWAY FROM BACK OF CURB AND EMBEDDED IN THE HEDGE SO

AS NOT TO BE SEEN OR DAMAGED BY VEHICULAR OVERHANG. ALL SHRUB

RISERS SHALL BE PAINTED BLACK OR DARK GREEN.

4. ALL PLANTED GROUNDCOVER AREAS, INCLUDING MASS PLANTINGS OF DWARF

SHRUBS NOT EXCEEDING 22", SHALL BE IRRIGATED WITH 12" POP-UP SPRAY

HEADS (UNLESS OTHERWISE NOTED) AND EXTENDERS (IF REQUIRED).

5. ALL SODDED AREAS SHALL BE IRRIGATED WITH 6" POP-UP SPRAYS (OR POP-UP

ROTORS WHERE APPROPRIATE), UNLESS OTHERWISE NOTED.

6. PIPE, VALVES AND OTHER IRRIGATION EQUIPMENT MAY BE SHOWN IN

BUILDINGS, DRIVES AND WALKS FOR CLARITY ONLY. LOCATE ALL VALVES AND

OTHER IRRIGATION EQUIPMENT IN PLANT BED AREAS FOR BEST CONCEALMENT

AND ACCESSIBILITY.

7. VALVES ARE TO BE INSTALLED IN VALVE BOXES LARGE ENOUGH TO

ACCOMODATE MAINTENANCE AND OPERATION OF VALVES. VALVE PIT SHALL

BE FREE FROM MUD OR OTHER DEBRIS WHICH MAY COVER VALVE. PROVIDE

1/2" DIAMETER RIVER GRAVEL SUMP 3" THICK AT THE BOTTOM OF VALVE PIT.

8. ALL IRRIGATION MATERIALS AND INSTALLATION SHALL MEET FEDERAL, STATE

AND LOCAL CODES, REGULATIONS AND ORDINANCES CONCERNING IRRIGATION

CONSTURCTION.

9. FLEXIBLE POLYETHYLENE SWING JOINTS SHALL BE USED FOR ALL POP-UP

SPRAY HEADS. ROTOR HEADS SHALL HAVE RIGID PVC SWING JOINTS.

CONCRETE DONUTS SHALL BE INSTALLED AT ALL HEAD LOCATIONS ADJACENT

TO OR IN VEHICULAR USE AREAS.

10. ALL SLEEVES ARE TO BE SCHEDULE 40 PVC LOCATED A MINIMUM OF 14" BELOW

FINISH GRADE.

11. ADJUST ALL HEADS TO PROVIDE MAXIMUM COVERAGE AND MINIMUM

OVERTHROW.

12. CONTRACTOR SHALL ADJUST HEADS AS NEEDED IN VEHICULAR AREAS TO

INSURE THAT PARKED VEHICLES DO NOT INTERFERE WITH THE OPERATION OF

THE IRRIGATION SYSTEM. NOTIFY THE LANDSCAPE ARCHITECT AND OBTAIN

WRITTEN APPROVAL PRIOR TO ADJUSTING IRRIGATION HEAD LAYOUT SO THAT

100% 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 DELIVER

PROPER PRESSURE PER SQUARE INCH (PSI) AND GALLONS PER MINUTE (GPM)

AS REQUIRED BY THE IRRIGATION SYSTEM. NOTIFY THE LANDSCAPE

ARCHITECT 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 INSTALLING

CONTRACTOR UNLESS OTHERWISE SPECIFICALLY STATED.

17. REFER TO THE LANDSCAPE DRAWINGS WHEN LOCATING ALL IRRIGATION

EQUIPMENT. ALLOW AMPLE ROOM NEAR PIPE, VALVES AND OTHER EQUIPMENT

FOR 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 CONTRACTOR

SHALL BE RESPONSIBLE FOR ALL ITEMS CONTAINED THEREIN.

21. CONTRACTOR SHALL FURNISH OWNER WITH 2 COPIES OF OPERATION

MANUALS AND WATER SCHEDULING TIMES AS REQUIRED TO SUSTAIN THE

PLANT MATERIAL. CONTRACTOR SHALL INSTRUCT THE OWNER AS TO THE

PROPER OPERATION AND MAINTENANCE OF THE ENTIRE IRRIGATION SYSTEM

PRIOR TO FINAL ACCEPTANCE.

22. THE IRRIGATION SYSTEM SHALL INCLUDE A RAIN SENSOR / SHUT-OFF DEVICE

TO 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

C

PERFORATED LINE INDICATION

IRRIGATIONS NOTES

ZONE DESCRIPTION QTY.

1 SPRAY ZONE WITH RAINBIRD POP-UPS 12

2 SPRAY ZONE WITH RAINBIRD POP-UPS 8

3 SPRAY ZONE WITH RAINBIRD POP-UPS 3

4 SPRAY ZONE WITH RAINBIRD POP-UPS 12

5 SPRAY ZONE WITH RAINBIRD POP-UPS 7

6 SPRAY ZONE WITH RAINBIRD POP-UPS 11

TOTAL RAINBIRD POP-UPS 53

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DZ

IA

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HN

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DZIA

KA

RC

HIT

EC

T A

IA, P

A

TE

L: (727) 327-1966 F

AX

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743 49th S

TR

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T N

. S

AIN

T P

ET

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G, F

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ND

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Jun. 24, 21

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JAB PROJECT #

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DE

SC

RIP

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OCT - 2018

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UNIT I

POOL CABANAS

INFINITY EDGE POOL

UNIT 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

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BO

DZ

IA

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HN

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BO

DZIA

KA

RC

HIT

EC

T A

IA, P

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TE

L: (727) 327-1966 F

AX

: (727) 826-0968

743 49th S

TR

EE

T N

. S

AIN

T P

ET

ER

SB

UR

G, F

LO

RID

A 33710

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633

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Jun. 24, 21

DRAWN BY

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DATE

JAB PROJECT #

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DE

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EN

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TT-AT-JB-CS

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OCT - 2018

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JU

ST

ME

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C

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ME

NT

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1

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SCALE: 1/8" = 1'-0"

3rd TO 8th FLOOR PLAN

NORTH

A-1.3

3rd T

O 8th F

LO

OR

P

LA

N

POOL CABANAS

UNIT J

INFINITY EDGE POOL

UNIT K

LOBBY

AMENITY DECK

4,580 SF

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RA

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D

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MECHANICAL

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743 49th S

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T P

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Jun. 24, 21

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DATE

JAB PROJECT #

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OCT - 2018

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JU

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S P

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C

IT

Y C

OM

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S1

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ON

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ULF

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SCALE: 1/8" = 1'-0"

TOP FLOOR PLAN

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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

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KA

RC

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L: (727) 327-1966 F

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: (727) 826-0968

743 49th S

TR

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T N

. S

AIN

T P

ET

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SB

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G, F

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A 33710

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Jun. 24, 21

DRAWN BY

UPDATED ON

DATE

JAB PROJECT #

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TT-AT-JB-CS

2018-029

OCT - 2018

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02

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JU

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S P

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C

IT

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S1

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ON

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14500 - 14550 G

ULF

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VA

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MA

DE

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A B

EA

CH

, F

LO

RID

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PR

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CT

04

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02

1

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IO

NS

T

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AB

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10'-6

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10'-8

"10

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10'-8

"10

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10'-8

"10

'-8"

27'-0

"

103

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BU

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HE

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1

A-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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RA

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KA

RC

HIT

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L: (727) 327-1966 F

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: (727) 826-0968

743 49th S

TR

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T N

. S

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T P

ET

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SB

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G, F

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A 33710

PR

OF

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633

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WS

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Jun. 24, 21

DRAWN BY

UPDATED ON

DATE

JAB PROJECT #

SHEET #

SE

AL

CL

IE

NT

RE

VIS

IO

NS

DE

SC

RIP

TIO

ND

AT

EN

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TT-AT-JB-CS

2018-029

OCT - 2018

11

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8/2

02

0

AD

JU

ST

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NT

S P

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C

IT

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ME

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S1

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HO

ON

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14500 - 14550 G

ULF

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VA

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MA

DE

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A B

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A-5.1

NO

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H E

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VA

TIO

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S

ID

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1

A-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

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BU

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HE

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T A

BO

VE B

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. + 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

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RA

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OR

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ALL

CH

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743 49th S

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Jun. 24, 21

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TT-AT-JB-CS

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1

A-5.2

SCALE: 1/8" = 1'-0"

SOUTH ELEVATION (LEFT SIDE)

10'-6

"12

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10'-8

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10'-8

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8'-6

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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

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A.

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KA

RC

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T A

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L: (727) 327-1966 F

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: (727) 826-0968

743 49th S

TR

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T N

. S

AIN

T P

ET

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OF

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Jun. 24, 21

DRAWN BY

UPDATED ON

DATE

JAB PROJECT #

SHEET #

SE

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EN

O.

TT-AT-JB-CS

2018-029

OCT - 2018

11

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A-5.3

WE

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VA

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EA

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1

A-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

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BU

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BO

VE B

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'-0" F

RE

EB

OA

RD

8'-6

"2'

-0"