spabldg

DRAWING TITLESCALE 0

1A101

SIM

1i

D101

0

1i

NORTH

Room name101

W1i

X

NameElevation

6 : 12

126

A.F.F.1'-0"

SLOPE

PITCH

1"

A1t

1A101

SIM

1

A3.02

1

L1i

SHEET INDEX 1PROJECT DIRECTORYPROJECT DATALEGEND OF SYMBOLS 479

ZONING REQUIREMENTS LOCATION MAPS GENERAL NOTES 356

8 2PROJECT NAMELIST OF ABBREVIATIONS

ABVA/CA.C.T.AFFALUMAVGBLKGCLCJCLG.CMUCOLCONCCONTC.T.DDETDFDSDIAEA.EL/ELEVEQEWCEXTEXT'GFDGAGALVGWBHORIZLAVL.F.L.V.L.MFRMINMISCM.O.MTLN.I.C.

ABOVEAIR CONDITIONINGACOUSTICAL TILEABOVE FINISHED FLOORALUMINUMAVERAGEBLOCKINGCENTER LINECONTROL JOINTCEILINGCONCRETE MASONRY UNITCOLUMNCONCRETECONTINUOUSCERAMIC TILEDRYERDETAILDRINKING FOUNTAINDOWNSPOUTDIAMETEREACHELEVATIONEQUALELECTRIC WATER COOLEREXTERIOREXISTINGFLOOR DRAINGAUGEGALVANIZEDGYPSUM WALLBOARDHORIZONTALLAVATORYLINEAR FEETLAMINATED VENEER LUMBERMANUFACTURERMINIMUMMISCELLANEOUSMASONRY OPENINGMETALNOT IN CONTRACT

NOMN.T.S.O.C.PL.PL.LAM.PLYWDPREFABP.T.PVCR.D.REFREINFREQ'DREVR.O.SFSIMS.O.G.SPECSTDSTLSTRUCTSUB FLSUSP.T&GTELTEMPT.O.S.T.O.W.TYPU.N.O.VCTVERTV.I.F.WWHWPW/WWFW.I.C.S.S.PTD

NOMINALNOT TO SCALEON CENTERPLATEPLASTIC LAMINATEPLYWOODPREFABRICATEDPRESSURE TREATEDPOLYVINYL CHLORIDEROOF DRAINREFRIGERATORREINFORCINGREQUIREDREVERSEDROUGH OPENINGSQUARE FEETSIMILARSLAB ON GRADESPECIFICATIONSSTANDARDSTEELSTRUCTURALSUB FLOORSUSPENDEDTONGUE AND GROOVETELEPHONETEMPERATURETOP OF SLABTOP OF WALLTYPICALUNLESS NOTED OTHERWISEVINYL COMPOSITION TILEVERTICALVERIFY IN FIELDWASHERWATER HEATERWATERPROOFWITHWELDED WIRE FABRICWALK-IN-CLOSETSTAIN STEELPAINTED

By executing the contract, the contractor represents that he has visited the site, familiarized himselfwith the local conditions, codes and landlord requirements under which the work is to be performed,and correlated his observations with the requirements of the Contract Documents. This shall bedone prior to the bid.

The intent of the Contract Documents is to include all items necessary for proper execution andcompletion of the work. The Contract Documents are complimentary, and what is required by oneshall be as binding as if required by all. Work not covered in the Contract Documents will not berequired unless it is consistent therewith and is reasonably inferable therefrom as being necessaryto produce the intended results. Words and abbreviations which have well known technical or trademeanings are used in the Contract Documents in accordance with such meanings.

The Drawings and Specifications are intended to be fully explanatory and supplementary.Moreover, should anything be shown, indicated, or specified on one and not the other, it shall bedone.

Should either the drawings and the specifications, or any particular specification, and the GeneralConditions contradict each other in any point, or require clarification, the Contractor must call thesame to the attention of the Architect, and his decision shall be obtained prior to the submission ofbids - otherwise, the Architect's interpretation will govern the performance of the work and noallowance shall be made in behalf of the Contractor for error or negligence on his part in thisconnection. The Contractor shall bear all costs (including overtime, air frieght, etc.) due to his errorsand/ or ommisions prior to bidding.

Should any error or inconsistency appear in the drawings or specifications, the Contractor, beforeproceeding with work, must clearly bring the same to the attention of the Architect for properadjustment, and in no case proceed with the work in uncertainty nor with insufficient drawings.

The Contractor and each subcontractor shall be responsible for verification of all measurements atand in the proposed construction building or site or surroundings. No charge or compensation shallbe allowed due to differences between actual dimensions and dimensions indicated on thedrawings. Any such discrepancy in dimensions which may be found shall be submitted to theArchitect.

Contractor shall follow sizes in specifications or figures on drawings in preference to scalemeasurements and follow detail drawings in preference to general drawings, and follow actual fieldconditions.

Where it is obvious that a drawing illustrates only a part of a given work, or of a number of items,the remainder shall be deemed repetitious and so constructed.

Contractor is to verify that all equipment (fixtures) are in accordance with plans and specifications.The Contractor is to report immediately by phone and within 24 hours in writing to the Architect, anyand all equipment that is damaged, omitted, or not in accordance with plans and specifications.

The Contractor is to assure that the placement of equipment is possible before construction of allinterior partitions are completed.

VICINITY MAP

DRAWING TITLE

SECTION CUT KEY

ELEVATION KEY

DETAIL KEY

COLUMN LINE GRID KEY

CHANGE CLOUD AND REV. TAG

BENCH MARK

ELEVATION MARK

CLG HEIGHT KEY

NOTE KEY

NORTH ARROWS

ROOM NAME KEY

WALL TYPE KEY

DOOR KEY

WINDOW KEY

EQUIPMENT KEY

SPOT ELEVATION

STEPDOWN SYMBOL

INTERIOR ELEVATION MARK

SHEET INDEXSHEET # TITLE DATE

ARCH KEY

ROOF SLOPE/PITCH MARK

PARCELS 126, 272, 488D, 488E, 488FESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER

ST JOHN, US VIRGIN ISLANDS

ARCHITECT:

6100 RED HOOK QTR. STE E2-1ST THOMAS, VI 00802

SPRINGLINE ARCHITECTS, LLC.

TEL: (340) 777.2345FAX: (340) 777.2346

OWNER:

5000 ESTATE ENIGHED PMB 245ST JOHN VI 00830

TEL: (340) 776.7551FAX: (340) 776.7552

FIRST AMERICAN DEVELOPMENTGROUP / CARIB, LLC, USVI LLC

LANDSCAPE ARCHITECT:

SPRINGLINE ARCHITECTS, LLC.6100 RED HOOK QTR. STE E2-1ST THOMAS, VI 00802

TEL: (340) 777.2345FAX: (340) 777.2346

STRUCTURAL ENGINEER:

TRAVIS DESIGN ASSOCIATION200 CAUGHMAN FARM LANELEXINGTON, SC 29072

TEL: (803) 358.0265FAX: (803) 358.0266

CIVIL ENGINEER:

AES CONSULTING ENGINEERS5248 OLDE TOWN RD, STE 1WILLIAMSBURG, VA 23188

TEL: (757) 253.0040FAX: (757) 220.0994

MEP ENGINEER:

PENINSULA ENGINEERING INC.2016 ALDEN ROADORLANDO, FL 32803

TEL: (407) 246.1688FAX: (407) 246.1664

ENVIRONMENTAL ENGINEER:

WILLIAMSBURG ENVIRONMENTAL GROUP, INC.5209 CENTER STREETWILLIAMSBURG, VA 231188

TEL: (757) 220.6869FAX: (757) 229.4507

MARINE BIOLOGIST:

BIOIMPACT, INC.PO BOX 132, KINGSHILLST CROIX, VI 00851-1749

TEL: (340) 773.5881FAX: (340) 773.5542

SURVEYOR:

MOSELEY & ASSOCIATESPO BOX 600140ST THOMAS, VI 00801-6140

TEL: (340) 774.5310FAX: (340) 776.4090

WWT PLANT & RO PLANT:

SEVEN SEAS6200 FRYDENHOJ SUITE 4ST. THOMAS, VI 00802

TEL: (340) 775.6607

POOL DESIGNER:

AQUATIC CONSULTANTS, INC.13145 SW 104 TERRACEMIAMI, FL 33186

TEL: (305) 383.7266FAX: (305) 386.1168

ARCHITECTURALA2.01 FIRST FLOOR PLAN A2.02 FIRST FLOOR DIMENSIONAL PLAN

A2.03 TERRACE / ROOF PLAN

A3.11 BUILDING SECTIONS

POND BAY ESPA - FITNESS CENTER

CONSTRUCTION DOCUMENTS

POND BAY ESPA-FITNESS CENTER:

STORIES:TWO

FLOOR AREA (SF):MECHANICAL LEVEL: 198FIRST FLOOR: 12,625SECOND FLOOR: 1,826TOTAL: 14,649

EXTERIOR WALLS:CMU AND STONE VENEER

ROOF:STRUCTURE: CONCRETE ROOF PANELAREA: 10,516 SF

ROOMS :MECHANICAL LEVEL:

MECHANICAL ROOMFIRST FLOOR:

FITNESSPUMP ROOMUNISEX TOILETSRETAIL: 3KITCHENELECT:2MECH: 3STORAGEMEN & WOMEN TOILETSSTAFF RELAXFINISHING TOUCHESHALLWAYRESERVATIONSMANAGERRECEPTIONLAUNDRY / LINEN

ZONING = W-1 (RESTAURANT)THE FOLLOWING INFORMATION IS TAKENFROM THE APPROVED CZM PERMIT CZJ-1-07(L)

PARCELS NO. 126 7.61 LAND ACRESNO. 272 3.86 LAND ACRESNO. 488D 1.75 LAND ACRESNO. 488E 0.58 LAND ACRESNO. 488F 0.58 LAND ACRES

14.32 LAND ACRESDENSITYPERMITTED: 40 PERSONS PER ACREACTUAL: 19 PERSONS PER ACRE

OCCUPANCYPERMITTED: 40% OF 14.32 ACRES = 5.73 ACRESACTUAL: .9% OF 14.32 ACRES =.14 ACRES

LOT AREAMINIMUM: 10,000 SQ.FT.ACTUAL: 623,780 SF=14.32 ACRES

USABLE OPEN SPACEREQUIRED: 30% OF 14.32 ACRES = 4.3 ACRESACTUAL: 55% OF 14.32 ACRES = 7.9 ACRES

LOT WIDTHMINIMUM 100 FEETACTUAL 300 FEET

FRONT SETBACKPERMITTED: 50 FEETACTUAL: 250 FEET

SIDE SETBACKPERMITTED: 10 FEETACTUAL: 150 FEET

REAR SETBACKPERMITTED: 50 FEETACTUAL: 87 FEET

HEIGHTPERMITTED: 3 STORIESACTUAL-MAXIMUM: 2 STORIES

ESPA - FITNESS CENTER

A0.00 COVER 1.20.09

SITE

A3.01 EXTERIOR ELEVATIONS

RELAX: 2HEAT: 2CHANGING: 2POOL PLANTTREATHMENT ROOMS: 10PREP / LINEN STORAGE

SECOND FLOOR:TERRACE

ROOMS WITH ELECTRIC: 41

PLUMBING:LAVATORIES: 13TOILETS: 3SHOWERS: 10

LOUVER KEY

#

STRUCTURALS001 STRUCTURAL NOTES S101 FOUNDATION PLAN S201 ROOF FRAMING PLAN

S301 FOUNDATION SECTIONS S302 FOUNDATION SECTIONS S501 FRAMING SECTIONS

S202 HIGH ROOF FRAMING PLAN

10.28.0810.28.0810.28.0810.28.0810.28.0810.28.0810.28.08

4.08.084.08.084.08.084.08.084.08.084.08.084.08.08

A3.02 EXTERIOR ELEVATIONS

A3.12 BUILDING SECTIONS 4.08.08A4.01 WALL SECTIONS 4.08.084.08.084.08.08A4.11 PLAN DETAILS 4.08.08A4.12 ARCHITECTURAL DETAILS 4.08.084.08.084.08.08A5.01 DOOR SCHEDULE4.08.084.08.08A7.01 ENLARGED STAIR PLAN4.08.08A7.03 STAIR / RAMP DETAILS 4.08.08A7.11 ELEVATOR SPECIFICATIONS 4.08.08

A4.02 WALL SECTIONS A4.03 WALL SECTIONS

A4.13 ARCHITECTURAL DETAILS A4.14 ARCHITECTURAL DETAILS

A5.02 WINDOW SCHEDULE

A7.12 ELEVATOR SPECIFICATIONS A7.13 DUMBWAITER SPECIFICATIONS 4.08.08

MECHANICALM-0 MECHANICAL SPECIFICATIONS M-1 MECHANICAL LEGEND M-2 MECHANICAL FIRST FLOOR PLAN

M-4 MECHANICAL SCHEDULESM-5 MECHANICAL DETAILSM-6 MECHANICAL DETAILS

M-3 MECHANICAL TERRACE/ROOF PLAN

2.12.082.12.082.12.082.12.082.12.082.12.082.12.08

ELECTRICALE-1 ELECTRICAL SPECIFICATIONS AND SYMBOL LEGENDE-2 ELECTRICAL FIRST FLOOR PLAN

E-4 ELECTRICAL TERRACE/ROOF PLANE-5 ELECTRICAL PANEL SCHEDULESE-6 ELECTRICAL RISER DIAGRAM

E-3 ELECTRICAL FIRST FLOOR PLAN

2.12.082.12.082.12.082.12.082.12.082.12.08

PLUMBINGP-1 PLUMBING SPECIFICATIONS,LEGEND&GENERAL NOTESP-2 PLUMBING FIRST FLOOR PLAN

P-4 PLUMBING DETAILSP-3 PLUMBING TERRACE/ROOF PLAN

2.12.082.12.082.12.082.12.08

FIRE PROTECTIONF-1 FIRE PROTECTION SPECIFICATIONS & DETAILSF-2 FIRE PROTECTION FIRST FLOOR PLAN

2.12.082.12.08

POND BAY CLUB

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ROBERTS466 - A

THERESA S.

DRAWN BY:

REVIEWED BY:

PROJECT MGR:

SEAL:

OWNER:

SHEET TITLE:

ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OFSPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS,DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERECREATED, DEVELOPED, AND PRESENTED FOR USE ON THISSPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANYPURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OFSPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BEPERMITTED TO RETAIN COPIES FOR INFORMATIONAND REFERENCE PURPOSES ONLY.

PROJECT ID:

PROJECT:

SHEET NUMBER:

5000 ESTATE ENIGHED PMB 245ST JOHN VI 00830

BUILDING NAME:

ESPA - FITNESS CENTER

FIRST AMERICAN DEVELOPMENTGROUP / CARIB, LLC, USVI LLC

050-07-1

POND BAYPARCELS 126, 272, 488D, 488E, 488F

ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTERST JOHN, US VIRGIN ISLANDS

CONSULTANT:

SPRINGLINE ARCHITECTS, L.L.C.6100 RED HOOK QUARTERS, SUITE E2-1

ST. THOMAS, VI 00802Tel. (340) 777-2345

www.springlinearchitects.com

REV. DATE SUBMISSION08.15.08 BLDG. PERMIT APPLICATION

STRUCTURAL ISSUE10.28.08

01.21.09 CONSTRUCTION DOCUMENTS(FULL ISSUE)

BJC

JNS

MDH

COVER

A0.00

DN

DN

UP

DN

DN

DN

UP

DN

UP

A3.013

A3.01

4

TREATMENTROOM

144

TREATMENTROOM

143TREATMENT

ROOM142

TREATMENTROOM

141

CHANGING122

RECEPTION120

LAUNDRY /LINEN

121

RESERVATIONS118

MANAGER119

STORAGE110

MEN112

WOMEN113

STAFF RELAX114

KITCHEN107

RETAIL106

RETAIL105

RETAIL104

FINISHINGTOUCHES

103

MECH117

ELEV116

ELECT108

MECH109

FITNESS101

UNISEX102

HEAT123

CHANGING34

VITALITY POOL126

POOL PLANT127

VITALITY POOL131

COURTYARD115

GARDEN128

GARDEN129

PORCH125

FUTURE POOLN.I.C.

PREP / LINENSTORAGE

145

A3.01 1

A3.01

2

10' - 6 1/2" 10' - 6" 10' - 6" 10' - 6" 9' - 6" 8' - 10"

PLANTER

FLATABOVE

DRAIN

DRAIN

DRAIN

16' - 11 1/2"

16' - 0"

5A3.11

3A3.11

2A3.12

2A3.11

3A3.12

1A3.11

4A3.11

1A3.12

4A3.12

6A3.11

5A3.12

PLANTER

HALLWAY111

GALLERY103

RELAX124

MECH130

RELAX133

HEAT132

PORCH134

TREATMENTROOM

138

TREATMENTROOM

139

TREATMENTROOM

140

PLANTER

PLANTER

PLANTER

9' - 6" 9' - 6" 10' - 6" 10' - 6" 10' - 6" 4' - 4"

1

7

'

-

8

1

/

4

"

2

3

'

-

8

"

2

4

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2

4

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9

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1

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"

1

2

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"

1

1

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6

"

1

1

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2

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6

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9

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"

2

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2

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-

1

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"

1

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1

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1

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4

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PLANTER

PLANTER

PLANTER

PLANTER

D114

D104

D125

D126

D111

D110

D131

D115

D101

D103

D113

D117

D108

D109

D118

D119

D128

D129

D135

D132

D136

D138

D133

D127

D137

D147

D148

D149

D150

D139

D151

D152

TREATMENTROOM

135

TREATMENTROOM

136

TREATMENTROOM

137

PLANTER

PLANTER

PLANTER

D141

D142

D143

D144

D145

D146

12' - 0"

17' - 0"

20' - 0"

8

'

-

8

"

D112

6' - 0"

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12

RAMP 1:6

TRELLISABOVE

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T.O.W. 19' - 0"

1/2"

PLANTER

15' - 11 1/2"

60' - 7" 5' - 8"

1/2"

ROOFABOVE

1

1

'

-

2

"

20' - 0"

DRAIN

FUTURE POOLN.I.C.

SLOPE TODRAIN (TYP.)

SLOPE TODRAIN (TYP.)

DRAIN

DRAIN

SLOPE TODRAIN (TYP.)

SLOPE TODRAIN (TYP.)

13' - 6"

8

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END OFCONCRETE

SLOPE

SLOP

E

42" HIGHHANDRAIL (TYP.)

END OFCONCRETE

PVC CLR.DOWNSPOUT

D134

RAIN COLECTOR

PVC DOWNSPOUT

5'-0" HIGH CMU OR AAC WALWITH PLASTER FINISH

D102

DRAIN

DRAIN

D120

D121

D122

1/2"

24"x24" DUMBWAITER

D123

1/2"

19' - 11 1/2"

16' - 11 1/2"

12' - 0"

PVC CLR.DOWNSPOUT

16' - 11 1/2"12"x12" SSGRATE

DRAIN

D153

D154

D155

D156

D157

D158

D159

D160

D116

D107

D106

D105

D124

42" HIGHHANDRAIL (TYP.)

3

'

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8

"

5

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SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

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TOW 10' - 0"

ELECT146

D140

SEE 2-A2.01 FOR MECHANICALROOM BELOW POOL PLANT

A3.015

10' - 0"

PUMP ROOM151

6"

6

"

16' - 11 1/2"

4A4.01

A4.111

A4.112

A4.113

A4.114

A4.115

A4.116

A4.117

A4.119

A4.1110

A4.1111

A4.1112

A4.118

10A4.13

10A4.13

A7.011

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1A3.12

H F

MECHANICALROOM

001

8' - 0"

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D001

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5' - 6" 7' - 0" 5' - 0"

2' - 3" 15' - 3"

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ROBERTS466 - A

THERESA S.

DATE:

DRAWN BY:

REVIEWED BY:

PROJECT MGR:

SEAL:

OWNER:

SHEET TITLE:

ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OFSPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS,DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERECREATED, DEVELOPED, AND PRESENTED FOR USE ON THISSPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANYPURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OFSPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BEPERMITTED TO RETAIN COPIES FOR INFORMATIONAND REFERENCE PURPOSES ONLY.

PROJECT ID:

PROJECT:

SHEET NUMBER:

5000 ESTATE ENIGHED PMB 245ST JOHN VI 00830

BUILDING NAME:

ESPA - FITNESS

FIRST AMERICAN DEVELOPMENTGROUP / CARIB, LLC, USVI LLC

050-07-1

POND BAYPARCELS 126, 272, 488D, 488E, 488F

ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER

ST JOHN, US VIRGIN ISLANDS

CONSULTANT:

SPRINGLINE ARCHITECTS, L.L.C.6100 RED HOOK QUARTERS, SUITE E2-1

ST. THOMAS, VI 00802Tel. (340) 777-2345

www.springlinearchitects.com

REV. DATE SUBMISSION

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A2.01 1/8" = 1'-0"

FIRST FLOOR PLAN 1

1/8" = 1'-0"MECHANICAL ROOM FLOOR PLAN 2

DN

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TREATMENTROOM

143

TREATMENTROOM

142

TREATMENTROOM

141

CHANGING122

RECEPTION120

LAUNDRY /LINEN

121

RESERVATIONS118

MANAGER119

STORAGE110

MEN112

WOMEN113

STAFF RELAX114

KITCHEN107

RETAIL106

RETAIL105

RETAIL104

FINISHINGTOUCHES

103

MECH117

ELEV116

ELECT108

MECH109

FITNESS101

UNISEX102

HEAT123

CHANGING34

VITALITY POOL126

POOL PLANT127

VITALITY POOL131

COURTYARD115

GARDEN128

GARDEN129

PORCH125

FUTURE POOLN.I.C.

PREP / LINENSTORAGE

145

PLANTER

16' - 11 1/2"

16' - 0"

PLANTER

HALLWAY111

GALLERY103

RELAX124

MECH130

RELAX133

HEAT132

PORCH134

TREATMENTROOM

138

TREATMENTROOM

139

TREATMENTROOM

140

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

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TREATMENTROOM

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RAM

P 1:

12

RAMP 1:6

F

O

U

N

T

A

I

N

PLANTER

15' - 11 1/2"

20' - 0"

FUTURE POOLN.I.C.

P

L

A

N

T

E

R

42" HIGHHANDRAIL (TYP.)

DRAIN

DRAIN 19' - 11 1/2"

16' - 11 1/2"

12' - 0"

16' - 11 1/2" SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

S

I

D

E

W

A

L

K

S

I

D

E

W

A

L

K

M.O.

TOW 10' - 0"

ELECT146

10' - 0"

PUMP ROOM151

16' - 11 1/2"

R 134' - 6 1/4"

7' - 11 1/2" 15' - 11 3/4" 36' - 7 1/2"

2' - 2"

8

"

3

'

-

0

"

2

'

-

0

"

8

'

-

0

"

5

'

-

8

"

8

"

1

1

'

-

0

"

8

"

7

'

-

2

"

8

"

1

8

'

-

1

0

"

8

"

7

'

-

0

"

6

"

7

'

-

0

"

8

"

1

2

'

-

2

"

8

"

2

0

'

-

6

"

1

'

-

6

"

16' - 0" 8" 12' - 5" 6' - 0" 2' - 9" 10' - 4"

1

'

-

6

"

5

'

-

9

"

1

'

-

6

"

5

'

-

9

"

1

'

-

6

"

6

'

-

0

"

1

'

-

6

"

M

.

O

.

M

.

O

.

M

.

O

.

2

3

'

-

6

"

2' - 9" 10' - 1 3/4" 1' - 6" 9' - 9" 1' - 6" 9' - 9" 1' - 6" 9' - 9" 2' - 9"

49' - 4 3/4"

M.O. M.O. M.O. M.O.

13' - 8 3/4" 8" 31' - 5" 1' - 6"

1' -

6"

87.78

73.73

88.36

87.83

87.43

86.72

88.28

86.51

R 101' - 0

"

2

3

'

-

8

"

8

"

2

2

'

-

6

"

8

"

2

3

'

-

1

0

"

15' - 6 1/2" 8" 9' - 4" 8" 6' - 0" 8" 7' - 10" 8" 10' - 10" 8" 15' - 3 1/2" 8" 5' - 4 1/2" 8" 45' - 0" 8" 17' - 4" 8" 45' - 0" 8" 5' - 10"

8

'

-

4

"

8

'

-

6

"

1

9

'

-

6

"

4

'

-

8

"

1

0

'

-

6

"

2

'

-

0

"

2

'

-

0

"

2' - 8"

18' - 8"

R 107' - 8"

6.95

6.87

6.87

6.

77

6.96

5.63

3.77

114.69

86.83

2' - 0"

12' - 4" 8" 6' - 4" 8" 15' - 3 1/2"

6' - 2"

13' - 11 1/2"

7

'

-

4

"

2

1

'

-

4

"

1

3

'

-

2

"

8

"

5

'

-

9

"

8

"

5

'

-

9

"

8

"

1

6

'

-

0

"

1

2

'

-

2

"

2' - 8"

8

'

-

0

"

1

1

'

-

0

"

8

"

4

'

-

4

"

1

7

'

-

4

"

1

0

'

-

0

"

1

'

-

4

1

/

4

"

M

.

O

.

1' - 8" 13' - 6" 9 1/2"

M.O.

5

'

-

6

"

2

'

-

0

"

2" 4' - 0" 5' - 0" 10' - 2"19' - 4"

6' - 0" 29' - 3 1/2"

6

'

-

6

"

3

'

-

0

"

1

2

'

-

1

1

"

1

'

-

6

"

5

'

-

9

"

1

'

-

6

"

6

'

-

0

"

1

'

-

6

"

3

'

-

0

"

8

"

8

"

2

2

'

-

3

3

/

4

"

4

'

-

1

"

1

2

'

-

4

"

1

'

-

2

"

6

'

-

0

"

2

4

'

-

6

"

1

'

-

4

1

/

4

"

2

3

'

-

7

3

/

4

"

M

.

O

.

3

1

'

-

8

"

1' - 6"

1' - 6" 1' - 6"

33' - 9"

10' -

5 3

/4"

5' -

2"5'

- 2"

10' -

7 3

/4"

5' -

2 1/

2"5'

- 2

1/2"

5' - 2 3/4"5' - 2 3/4"

10' - 7 1/4"

5

'

-

0

"

4

'

-

6

"

9

'

-

6

"

5' - 8 1/4"1' - 6"

R 85' - 9"

10' - 7 1/2" 36' - 9 1/4"

8

"

1

8

'

-

1

0

"

1

'

-

4

"

1

8

'

-

2

"

1

'

-

4

"

1

8

'

-

2

"

8

"

7

'

-

0

"

8

"

M

.

O

.

M

.

O

.

M

.

O

.

9' - 1"

11' - 1 3/4"

15' - 0" 2' - 8" 2' - 4"

2' - 10" 3' - 8" 8"

4

'

-

8

"

9

'

-

0

"

2' - 7"

2

'

-

8

"

8' - 11" 11' - 6"

4

'

-

5

"

1

9

'

-

0

"

8

"

2

'

-

4

"

1

'

-

4

"

5

'

-

0

"

2

'

-

0

"

8

"

2

3

'

-

4

"

8

"

2

3

'

-

4

"

8

"

2

2

'

-

2

"

2

'

-

4

"

1

4

'

-

6

1

/

4

"

2

'

-

0

"

4' - 4" 8" 20' - 7 1/2" 8" 19' - 2 1/2" 17' - 6" 1' - 4" 19' - 4 1/2" 8" 20' - 7 1/2" 8"4' - 4"

6' - 0"

2' - 4" 7' - 4 1/2"

9

'

-

2

"

6

'

-

0

"

8

'

-

2

"

1

1

'

-

4

"

32' - 4"

9' - 0" 2' - 4" 8' - 2" 2' - 4" 8' - 2" 2' - 4"

M.O. M.O. M.O.

2

'

-

0

"

25' - 8"

1

2

'

-

2

"

2' - 0"

3' - 8 1/2" 2' - 4" 8' - 2" 2' - 4" 8' - 2" 2' - 4" 8' - 2" 2' - 4" 7' - 2" 2' - 4" 6' - 6" 2' - 4"

9 1/2"

5' - 0" 2' - 0 1/2"

1

1

'

-

6

"

8

"

8

'

-

8

"

4

'

-

6

"

2

1

'

-

2

"

2

'

-

0

"

M

.

O

.

2

5

'

-

4

"

2

3

'

-

2

"

8

"

2

'

-

4

"

8

'

-

1

0

"

2

'

-

4

"

1

'

-

4

"

5

'

-

0

"

7

'

-

8

"

8

"

6

'

-

0

"

1

'

-

4

"

9

'

-

1

0

"

1

'

-

4

"

1

0

'

-

2

"

8

"

1

1

'

-

4

"

8

"

5

'

-

0

"

5

'

-

0

"

6' - 0" 5' - 8"

M.O.

8" 2' - 4" 7' - 2" 2' - 4" 7' - 2" 2' - 4" 8' - 2" 2' - 4" 8' - 2" 2' - 4" 8' - 2" 2' - 4" 3' - 8" 5' - 10" 5' - 0" 7' - 3 1/4"

8"

19' - 4"

8"

14' - 3 1/4" 8"

5' - 1 1/2" 7' - 0" 5' - 2 1/2"

2

'

-

4

"

1

'

-

4

"

5

'

-

0

"

2

'

-

0

"

8

"

2

3

'

-

4

"

8

"

2

3

'

-

4

"

8

"

2

2

'

-

2

"

2

'

-

4

"

1

4

'

-

6

1

/

4

"

2

'

-

0

"

15' - 11 1/2" 6' - 2 1/2" 4' - 4" 10' - 6" 10' - 6" 10' - 6" 9' - 6" 8' - 10" 9' - 6" 9' - 6" 10' - 6" 10' - 6" 10' - 6" 4' - 4"

66' - 7"

9

'

-

9

"

2' - 4" 8' - 2" 2' - 4" 8' - 2" 2' - 4"

M.O. M.O. M.O.

9' - 0" 8"

22' - 2" 10' - 10"

31' - 0"

2

'

-

0

"

2

'

-

0

"

1

1

'

-

4

"

8

"

8

'

-

8

"

4

'

-

8

"

2

1

'

-

2

"

2

'

-

0

"

M

.

O

.

14' - 10" 4' - 4" 8" 5' - 6" 12' - 0" 8" 14' - 10" 3' - 10"

2' - 4"

1

1

'

-

8

"

2' - 3 1/2" 16' - 4"

21' - 4"

2

'

-

0

"

16' - 4"

8

'

-

0

"

1

3

'

-

5

"

2

5

'

-

8

"

9' - 3 1/4"

5

'

-

0

"

12' - 8" 12' - 8" 12' - 8" 12' - 8"

38' - 8"

2

5

'

-

8

"

6

'

-

2

"

6

'

-

2

"

38' - 8"

6

'

-

2

"

6

'

-

2

"

2

5

'

-

8

"

3

8

'

-

0

"

3

8

'

-

0

"

51' - 4"

1

0

'

-

8

"

4

8

'

-

0

"

4

1

'

-

8

1

/

4

"

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C

ROBERTS466 - A

THERESA S.

DATE:

DRAWN BY:

REVIEWED BY:

PROJECT MGR:

SEAL:

OWNER:

SHEET TITLE:

ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OFSPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS,DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERECREATED, DEVELOPED, AND PRESENTED FOR USE ON THISSPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANYPURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OFSPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BEPERMITTED TO RETAIN COPIES FOR INFORMATIONAND REFERENCE PURPOSES ONLY.

PROJECT ID:

PROJECT:

SHEET NUMBER:

5000 ESTATE ENIGHED PMB 245ST JOHN VI 00830

BUILDING NAME:

ESPA - FITNESS

FIRST AMERICAN DEVELOPMENTGROUP / CARIB, LLC, USVI LLC

050-07-1

POND BAYPARCELS 126, 272, 488D, 488E, 488F

ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER

ST JOHN, US VIRGIN ISLANDS

CONSULTANT:

SPRINGLINE ARCHITECTS, L.L.C.6100 RED HOOK QUARTERS, SUITE E2-1

ST. THOMAS, VI 00802Tel. (340) 777-2345

www.springlinearchitects.com

REV. DATE SUBMISSION

C

:

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2

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0

8

3

:

0

4

:

3

3

A

M

04.08.08

LMO

MDH

MDH

FIRST FLOORDIMENSIONAL PLAN

A2.02 1/8" = 1'-0"

FIRST FLOOR PLAN 1

DN

UP

DN

DN

DN

UP

DN

5A3.11

3A3.11

2A3.12

2A3.11

3A3.12

1A3.11

4A3.11

1A3.12

4A3.12

6A3.11

5A3.12

TERRACE51

4: 1

24 :

12

4 : 1

2

4 : 1

2

OPEN

OPEN

4: 1

2

4 : 1

2

29' - 0"

OPEN

4: 1

2

4 : 1

2

4 : 1

2

4 : 1

2

4 : 1

24 :

12

OPEN

OPEN

1: 121: 12 1: 12

4: 1

24:

12

OPEN

1: 121: 12

GREENROOF

GREENROOF

T.O.W. 22' - 0"

T.O.W. 22' - 0" T.O.W. 22' - 0"

AAC ROOFABOVE

WOOD TRELLIS ABOVE

CORRUGATED METALROOF BEYOND

WOOD TRELLISBEYOND

5'-0" HIGH SERVICE WALL WITHCOUNTER TOP

5'-0" HIGHSCREEN WALL

SCUPPER ANDDOWNSPOUT (TYP.)

DRAIN

DRAIN DRAIN

M L K J H G F E D C B ANOP

WOOD TRELLIS ABOVE

SCUPPER ANDDOWNSPOUT (TYP.)

AB

AB

AB

AB

AB

AC

AB

AB

AB

AA

AA

AB

AA

AA

AA

AA

AA

AA

AA

AA

AB

AB

AB

AB

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C

ROBERTS466 - A

THERESA S.

DATE:

DRAWN BY:

REVIEWED BY:

PROJECT MGR:

SEAL:

OWNER:

SHEET TITLE:

ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OFSPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS,DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERECREATED, DEVELOPED, AND PRESENTED FOR USE ON THISSPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANYPURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OFSPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BEPERMITTED TO RETAIN COPIES FOR INFORMATIONAND REFERENCE PURPOSES ONLY.

PROJECT ID:

PROJECT:

SHEET NUMBER:

5000 ESTATE ENIGHED PMB 245ST JOHN VI 00830

BUILDING NAME:

ESPA - FITNESS

FIRST AMERICAN DEVELOPMENTGROUP / CARIB, LLC, USVI LLC

050-07-1

POND BAYPARCELS 126, 272, 488D, 488E, 488F

ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER

ST JOHN, US VIRGIN ISLANDS

CONSULTANT:

SPRINGLINE ARCHITECTS, L.L.C.6100 RED HOOK QUARTERS, SUITE E2-1

ST. THOMAS, VI 00802Tel. (340) 777-2345

www.springlinearchitects.com

REV. DATE SUBMISSION

C:\S

prin

glin

e\Po

ndBa

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aBui

ldin

g\ES

PA-F

ITN

ESS

CD

\Esp

aFitn

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D-L

uis.

rvt

4/8/

2008

3:0

4:49

AM

04.08.08

LMO

MDH

MDH

TERRACE / ROOF PLAN

A2.03

1/8" = 1'-0"TERRACE / ROOF PLAN 1

T.O. SLAB FIRSTFLOOR-SPA

17' - 0"T.O. SLAB FIRSTFLOOR-FITNESS

16' - 0"

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

5A3.11

2A3.12

T.O. TRELLIS39' - 0"

4A3.12

6A3.11

8' -

0"

STONE VENEER (TYP.)

RAMP BEYOND

CORRUGATED METAL ROOF

FLASHING (TYP.)

WOOD TRELLIS

STONE VENEER (TYP.)

4" DIA. PVC DOWNSPOUT

SIGNAGE. (N.I.C.)

8" HALF ROUND GUTTER

2X WOOD FASCIA. PAINT FINISH

PLANTER WALL

42" HIGH GUARDRAIL

CONCRETE STEPS

PLASTER / PAINT FINISH

STONE PILASTER

CAP FLASHING

CURVED WALL

10' -

0"

12' -

0"

CURVED WALL

12 0.5

T.O. SLAB FIRSTFLOOR-SPA

17' - 0"T.O. SLAB FIRSTFLOOR-FITNESS

16' - 0"

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

3A3.11

T.O. TRELLIS39' - 0"

2A3.11

3A3.12

1A3.11

4A3.11

1A3.12

5A3.12

T.O. SLAB MECHROOM

8' - 0"

MLKJHGFEDCBA N O PWOOD TRELLIS

T.O.W. 10' - 0"

STAIRS BEYOND

CORRUGATED METAL ROOF

1X6 IMBUIA WOOD

STONE VENEER (TYP.)

STONE VENEER (TYP.)

STONE PILASTER

PLASTER / PAINT FINISH

WALL TILE. SEE SPECIFICATIONS

17' - 0"

12' - 0"

2' -

0"14

' - 7

1/4

"

CONCRETE STEPS

T.O. SLAB FIRSTFLOOR-SPA

17' - 0"

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

T.O. WALL33' - 0"

2A3.12

4A3.12

8' -

0"

8' -

0"

4' -

0"12

' - 0

"5'

- 0"

PLASTER / PAINT FINISH

WOOD TRELLIS

ROOF BEYOND

STONE VENEER (TYP.)

PLASTER / PAINT FINISH

ROOF BEYOND

3' -

0 1/

2"

CAP FLASHING 124

124

124

T.O. SLAB FIRSTFLOOR-SPA

17' - 0"T.O. SLAB FIRSTFLOOR-FITNESS

16' - 0"

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

T.O. WALL33' - 0"

3A3.11

T.O. TRELLIS39' - 0"

2A3.11

3A3.12

1A3.11

4A3.11

1A3.12

5A3.12

M L K J H G F E D C B ANOP

6' -

0"4'

- 0"

12' -

0"

1' -

0"

WOOD LOUVERS

1X6 IMBUIA WOOD

PLASTER / PAINT FINISH

WOOD TRELLISSTONE VENEER (TYP.)

WOOD TRELLIS

OPEN

5' -

0"11

' - 0

1/2

" T.O.W. 22' - 0"

9' -

2 3/

4"

38' - 2 3/4"

T.O. SLAB FIRSTFLOOR-SPA

17' - 0"

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

5A3.11

2A3.12

4A3.12

OPEN

STONE PILASTER

PLASTER / PAINT FINISH

ROOF BEYOND

SCUPPER

11' -

0"

12' -

0"

PLASTER / PAINT FINISH

124

124

124

124

2' - 0" 2' - 0" 2' - 0"

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ROBERTS466 - A

THERESA S.

DATE:

DRAWN BY:

REVIEWED BY:

PROJECT MGR:

SEAL:

OWNER:

SHEET TITLE:

ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OFSPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS,DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERECREATED, DEVELOPED, AND PRESENTED FOR USE ON THISSPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANYPURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OFSPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BEPERMITTED TO RETAIN COPIES FOR INFORMATIONAND REFERENCE PURPOSES ONLY.

PROJECT ID:

PROJECT:

SHEET NUMBER:

5000 ESTATE ENIGHED PMB 245ST JOHN VI 00830

BUILDING NAME:

ESPA - FITNESS

FIRST AMERICAN DEVELOPMENTGROUP / CARIB, LLC, USVI LLC

050-07-1

POND BAYPARCELS 126, 272, 488D, 488E, 488F

ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER

ST JOHN, US VIRGIN ISLANDS

CONSULTANT:

SPRINGLINE ARCHITECTS, L.L.C.6100 RED HOOK QUARTERS, SUITE E2-1

ST. THOMAS, VI 00802Tel. (340) 777-2345

www.springlinearchitects.com

REV. DATE SUBMISSION

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3:0

6:01

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LMO

MDH

MDH

EXTERIOR ELEVATIONS

A3.01

1/8" = 1'-0"ELEVATION 1

1/8" = 1'-0"ELEVATION 2

1/8" = 1'-0"ELEVATION 3

1/8" = 1'-0"ELEVATION 4

1/8" = 1'-0"ELEVATION 5

T.O. SLAB FIRSTFLOOR-SPA

17' - 0"

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

T.O. WALL33' - 0"

3A3.11

T.O. TRELLIS39' - 0"

5A3.12O P

8' -

2"1'

- 0"

6' -

10"

6' -

0"

16' -

0"

3' -

0"

AAC ROOF PANEL

1X6 IMBUIA WOOD ON WALL

SIGNAGE. (N.I.C.)

PLASTER / PAINT FINISH

AAC ROOF PANEL

PLASTER / PAINT FINISH

3X10 P.T. WOOD

T.O. SLAB FIRSTFLOOR-SPA

17' - 0"

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

T.O. WALL33' - 0"

A4.132

STONE VENEER

CONCRETE WALL CAP

CONCRETE WALL CAP

CONCRETE SCUPPER

PLASTER / PAINT FINISH

SIGNAGE. (N.I.C.)

PLASTER / PAINT FINISH

STONE VENEER

PLANTER

PLASTER / PAINT FINISH

2' -

4"

1/2"

16' -

0"

12' -

4"

8' -

4"

A4.133

PLASTER / PAINT FINISH

CONCRETE WALL CAP

11' -

0"

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ROBERTS466 - A

THERESA S.

DATE:

DRAWN BY:

REVIEWED BY:

PROJECT MGR:

SEAL:

OWNER:

SHEET TITLE:

ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OFSPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS,DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERECREATED, DEVELOPED, AND PRESENTED FOR USE ON THISSPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANYPURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OFSPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BEPERMITTED TO RETAIN COPIES FOR INFORMATIONAND REFERENCE PURPOSES ONLY.

PROJECT ID:

PROJECT:

SHEET NUMBER:

5000 ESTATE ENIGHED PMB 245ST JOHN VI 00830

BUILDING NAME:

ESPA - FITNESS

FIRST AMERICAN DEVELOPMENTGROUP / CARIB, LLC, USVI LLC

050-07-1

POND BAYPARCELS 126, 272, 488D, 488E, 488F

ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER

ST JOHN, US VIRGIN ISLANDS

CONSULTANT:

SPRINGLINE ARCHITECTS, L.L.C.6100 RED HOOK QUARTERS, SUITE E2-1

ST. THOMAS, VI 00802Tel. (340) 777-2345

www.springlinearchitects.com

REV. DATE SUBMISSION

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3:0

6:33

AM

04.08.08

LMO

MDH

MDH

EXTERIOR ELEVATIONS

A3.02

3/8" = 1'-0"ESPA ENTRY - ELEVATION 1 3/8" = 1'-0"ESPA FEATURE WALL - ELEVATION 2

T.O. SLAB FIRSTFLOOR-SPA

17' - 0"

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

T.O. WALL33' - 0"

5A3.11

2A3.12

4A3.12

B.O. BEAM27' - 0"

A4.023

A4.032

124

124

124

124

AAC ROOF PANEL

AAC ROOF PANEL

ROOF BEYOND

42" HIGH GUARDRAIL

BEAM. SEE STRUCTURALDRAWINGS

STONE VENEER (TYP.)

CONCRETE FOUNDATION. SEESTRUCTURAL DRAWINGS

PLASTER / PAINT FINISH

6" PVC DOWNSPOUT

SLAB ON GRADE. SEESTRUCTURAL DRAWINGS

RETAINING WALL. SEE CIVIL /STRUCTURAL DRAWINGS

T.O. SLAB FIRSTFLOOR-SPA

17' - 0"

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

T.O. WALL33' - 0"

5A3.11

2A3.12

4A3.12

B.O. BEAM27' - 0"

A4.011

124

124

124

124

RETAINING WALL. SEE CIVIL /STRUCTURAL DRAWINGS

FUTURE POOL (N.I.C.)

42" HIGH GUARDRAIL

AAC ROOF PANEL

PLASTER / PAINT FINISH

ROOF BEYOND

BEAM. SEE STRUCTURALDRAWINGS

AAC ROOF PANEL

SLAB ON GRADE. SEESTRUCTURAL DRAWINGS

42" HIGH GUARDRAIL

T.O.W. 10' - 0"

T.O. SLAB FIRSTFLOOR-SPA

17' - 0"

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

5A3.11

2A3.12

4A3.12

B.O. BEAM27' - 0"

124

124

124

124

2' - 0" 2' - 0"AAC ROOF PANEL

SLAB ON GRADE. SEESTRUCTURAL DRAWINGS

2' - 0"

PLASTER / PAINT FINISH

AAC ROOF PANEL

T.O. SLAB FIRSTFLOOR-SPA

17' - 0"T.O. SLAB FIRSTFLOOR-FITNESS

16' - 0"

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

T.O. WALL33' - 0"

5A3.11

2A3.12

T.O. TRELLIS39' - 0"

4A3.12

6A3.11

A4.031

120.5

T.O.W. 10' - 0" 10' - 0"

20' -

0"

SLOPED CURVED WALL BEYOND

1X6 IMBUIA WOOD

AAC ROOF PANEL

WOOD TRELLIS

PLASTER / PAINT FINISH

AAC FLOOR PANEL

CONCRETE FOUNDATION. SEESTRUCTURAL DRAWINGS

RETAINING WALL. SEE CIVIL /STRUCTURAL DRAWINGS

STAIRS BEYOND

T.O. SLAB FIRSTFLOOR-SPA

17' - 0"

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

T.O. WALL33' - 0"

3A3.11

2A3.11

3A3.12

1A3.11

B.O. BEAM27' - 0"

5A3.12

A4.012

M L KOP

124

CORRUGATED METAL ROOF

GARDEN ROOF

AAC ROOF PANEL

RAMP BEYOND

BEAM. SEE STRUCTURALDRAWINGS

AAC ROOF PANEL

STONE PILASTER

120.25

CONCRETE FOUNDATION. SEESTRUCTURAL DRAWINGS

T.O. SLAB FIRSTFLOOR-FITNESS

16' - 0"

P

12 0.25

18' -

0 1

/2"

14' -

0"

AAC ROOF PANEL

STONE VENEER (TYP.)

CONCRETE FOUNDATION. SEESTRUCTURAL DRAWINGS

A4.127

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C

ROBERTS466 - A

THERESA S.

DATE:

DRAWN BY:

REVIEWED BY:

PROJECT MGR:

SEAL:

OWNER:

SHEET TITLE:

ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OFSPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS,DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERECREATED, DEVELOPED, AND PRESENTED FOR USE ON THISSPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANYPURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OFSPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BEPERMITTED TO RETAIN COPIES FOR INFORMATIONAND REFERENCE PURPOSES ONLY.

PROJECT ID:

PROJECT:

SHEET NUMBER:

5000 ESTATE ENIGHED PMB 245ST JOHN VI 00830

BUILDING NAME:

ESPA - FITNESS

FIRST AMERICAN DEVELOPMENTGROUP / CARIB, LLC, USVI LLC

050-07-1

POND BAYPARCELS 126, 272, 488D, 488E, 488F

ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER

ST JOHN, US VIRGIN ISLANDS

CONSULTANT:

SPRINGLINE ARCHITECTS, L.L.C.6100 RED HOOK QUARTERS, SUITE E2-1

ST. THOMAS, VI 00802Tel. (340) 777-2345

www.springlinearchitects.com

REV. DATE SUBMISSION

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6:46

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04.08.08

LMO

MDH

MDH

BUILDING SECTIONS

A3.11

1/8" = 1'-0"SECTION 1

1/8" = 1'-0"SECTION 4

1/8" = 1'-0"SECTION 2

1/8" = 1'-0"SECTION 3

1/8" = 1'-0"SECTION 5

1/8" = 1'-0"SECTION 6

T.O. SLAB FIRSTFLOOR-SPA

17' - 0"T.O. SLAB FIRSTFLOOR-FITNESS

16' - 0"

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

T.O. WALL33' - 0"

5A3.11

2A3.12

T.O. TRELLIS39' - 0"

4A3.12

6A3.11

A4.021

A4.013

T.O. SLAB PIT13' - 0"

120.5

24' -

6 3

/4"

GARDEN ROOF

WOOD TRELLIS

10' - 0"

20' -

0"

6' -

0"

3' -

4"

SLOPED CURVED WALL BEYOND

ELEVATOR SHAFT. VERIFYDIMENSIONS & REQUIREMENTSFROM ELEVATOR MANUFACTURER

16' -

0"

A4.128

A4.129

T.O. SLAB FIRSTFLOOR-SPA

17' - 0"

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

T.O. WALL33' - 0"

3A3.11

T.O. TRELLIS39' - 0"

2A3.11

3A3.12

1A3.11

4A3.11

1A3.12

B.O. BEAM27' - 0"

5A3.12A4.02

4

MLKJHGFEDCBA N O P

124

20' - 0"

WALL TILE. SEE SPECIFICATIONS

STONE VENEER (TYP.)

CONCRETE SILL

6" PVC DOWNSPOUT

BEAM. SEE STRUCTURALDRAWINGS

AAC ROOF PANEL

CONCRETE STEPS

SCUPPER

GARDEN ROOF

CORRUGATED METAL ROOF

WOOD TRELLIS

STONE PILASTER

COLUMN BEYOND

10' -

4 1

/2"

2' -

11 3

/4"

A3.021

T.O. SLAB FIRSTFLOOR-SPA

17' - 0"

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

2A3.12

4A3.12

B.O. BEAM27' - 0"

T.O. SLAB MECHROOM

8' - 0"

124

124

124

124

WOOD TRELLIS

AAC ROOF PANEL

42" HIGH GUARDRAIL

PLASTER / PAINT FINISH

STONE VENEER (TYP.)

8' -

0"12

' - 0

"

CONCRETE STEPS

42" HIGH GUARDRAIL

STONE PILASTER

AAC FLOOR PANEL

SLAB ON GRADE. SEESTRUCTURAL DRAWINGS

T.O. SLAB FIRSTFLOOR-SPA

17' - 0"

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

T.O. WALL33' - 0"

5A3.11

2A3.12

4A3.12

B.O. BEAM27' - 0"

A4.033

124

124

124

124

4' -

0"11

' - 0

"18' -

6 1

/4"

24' -

0"

2' -

4 1/

2"

8' -

4 1/

2"

SIGNAGE (N.I.C.)SCUPPER

CONCRETE SILL

STONE VENEER (TYP.)

AAC ROOF PANEL

PLASTER / PAINT FINISH

SCUPPER

WOOD TRELLIS

LOCATION OF AC UNIT. SEEMECHANICAL DRAWINGS

AAC FLOOR PANEL

A3.022

T.O. SLAB FIRSTFLOOR-SPA

17' - 0"

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

3A3.11

T.O. TRELLIS39' - 0"

2A3.11

3A3.12

1A3.11

4A3.11

1A3.12

B.O. BEAM27' - 0"

5A3.12A4.02

2

T.O. SLAB PIT13' - 0"

M L K J H G F E D C B ANOP

124

CORRUGATED METAL ROOF

42" HIGH GUARDRAIL

PLASTER / PAINT FINISH

WOOD TRELLIS

AAC ROOF PANEL

AAC FLOOR PANEL

ELEVATOR SHAFT. VERIFYDIMENSIONS & REQUIREMENTSFROM ELEVATOR MANUFACTURER

STONE PILASTER

SCUPPER

AAC ROOF PANEL

COLUMN BEYOND

10' -

0"

1' -

0"11

' - 0

"

4' -

0"

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ROBERTS466 - A

THERESA S.

DATE:

DRAWN BY:

REVIEWED BY:

PROJECT MGR:

SEAL:

OWNER:

SHEET TITLE:

ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OFSPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS,DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERECREATED, DEVELOPED, AND PRESENTED FOR USE ON THISSPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANYPURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OFSPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BEPERMITTED TO RETAIN COPIES FOR INFORMATIONAND REFERENCE PURPOSES ONLY.

PROJECT ID:

PROJECT:

SHEET NUMBER:

5000 ESTATE ENIGHED PMB 245ST JOHN VI 00830

BUILDING NAME:

ESPA - FITNESS

FIRST AMERICAN DEVELOPMENTGROUP / CARIB, LLC, USVI LLC

050-07-1

POND BAYPARCELS 126, 272, 488D, 488E, 488F

ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER

ST JOHN, US VIRGIN ISLANDS

CONSULTANT:

SPRINGLINE ARCHITECTS, L.L.C.6100 RED HOOK QUARTERS, SUITE E2-1

ST. THOMAS, VI 00802Tel. (340) 777-2345

www.springlinearchitects.com

REV. DATE SUBMISSION

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04.08.08

LMO

MDH

MDH

BUILDING SECTIONS

A3.12

1/8" = 1'-0"SECTION 3

1/8" = 1'-0"SECTION 2

1/8" = 1'-0"SECTION 1 1/8" = 1'-0"SECTION 5

1/8" = 1'-0"SECTION 4

T.O. SLAB FIRSTFLOOR-SPA

17' - 0"

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

T.O. WALL33' - 0"

1X6 IMBUIA WOOD ON WALL

AAC WALL PANEL

CAP FLASHING. GC TO PROVIDESUBMITTALS

GARDEN ROOF

PLASTER / PAINT FINISH

A4.126

2"

MARBLE TILE

CONCRETE RAMP

CONCRETE FOUNDATION. SEESTRUCTURAL DRAWINGS

6" GRAVEL (TYP.)

6 MIL POLY VAPOR BARRIER

COLUMN BEYOND

11' -

0"

PLASTER / PAINT FINISH

T.O. SLAB FIRSTFLOOR-SPA

17' - 0"

A4.141

A4.123

A4.138

AAC ROOF PANEL

LIQUID APPLIED WATER PROOFINGMEMBRANE. SEE SPECIFICATIONS

COLUMN BEYOND

BEAM BEYOND

AAC WALL PANEL

STONE VENEER AT COLUMNBEYOND

PLASTER / PAINT FINISH

CONCRETE FOUNDATION. SEESTRUCTURAL DRAWINGS

SLOPE TO DRAIN

124

124

2' -

8 1/

4"

T.O.W. 28' - 6 3/4"

T.O.W. 22' - 0"

WHITE RIVER STONE

1"

DRIP EDGE

CONCRETE FOUNDATION. SEESTRUCTURAL DRAWINGS

8" SLOPED PERFORATED PIPE

LIQUID APPLIED WATER PROOFINGMEMBRANE. SEE SPECIFICATIONS

1'-4" X 1'-4" GRAVEL (TYP.)

PLASTER / PAINT FINISH

1' -

3 1/

2"

CONCRETE RETURN

42" HIGH HANDRAIL

WOOD LOUVERS

T.O. SLAB FIRSTFLOOR-SPA

17' - 0"

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

T.O. WALL33' - 0"

1/2"

25' - 0"

3' -

6"

124

A4.121

A4.122

CAP FLASHING. GC TO PROVIDESUBMITTALS

AAC WALL PANEL

BEAM. SEE STRUCTURALDRAWINGS

42" HIGH HANDRAIL

STONE VENEER AT COLUMNBEYOND

6" GRAVEL (TYP.)

6 MIL POLY VAPOR BARRIER

CONCRETE FOUNDATION. SEESTRUCTURAL DRAWINGS

CORRUGATED METAL ROOF

GARDEN ROOF

T.O. SLAB FIRSTFLOOR-SPA

17' - 0"

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

T.O. WALL33' - 0"

B.O. BEAM27' - 0"

MNO

1" TILE ON WATER PROOFINGMEMBRANE. SEE SPECIFICATIONS

CONCRETE WALL CAP

A4.135

A4.1212

STONE VENEER

AAC WALL PANEL

SIGNAGE. (N.I.C.)

CONCRETE SCUPPER

PLASTER / PAINT FINISH

CONCRETE WALL CAP

PARAPET WALL BEYOND

AAC ROOF PANEL

LIQUID APPLIED WATER PROOFINGMEMBRANE. SEE SPECIFICATIONS

BUILT UP ROOF WITH MASONRYFOR SLOPE

AAC ROOF PANEL

CAP FLASHING. GC TO PROVIDESUBMITTALS

CONCRETE FOUNDATION. SEESTRUCTURAL DRAWINGS

6" GRAVEL (TYP.)

6 MIL POLY VAPOR BARRIER

1' -

0"11

' - 0

"

1/4 : 12

A4.137

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ROBERTS466 - A

THERESA S.

DATE:

DRAWN BY:

REVIEWED BY:

PROJECT MGR:

SEAL:

OWNER:

SHEET TITLE:

ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OFSPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS,DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERECREATED, DEVELOPED, AND PRESENTED FOR USE ON THISSPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANYPURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OFSPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BEPERMITTED TO RETAIN COPIES FOR INFORMATIONAND REFERENCE PURPOSES ONLY.

PROJECT ID:

PROJECT:

SHEET NUMBER:

5000 ESTATE ENIGHED PMB 245ST JOHN VI 00830

BUILDING NAME:

ESPA - FITNESS

FIRST AMERICAN DEVELOPMENTGROUP / CARIB, LLC, USVI LLC

050-07-1

POND BAYPARCELS 126, 272, 488D, 488E, 488F

ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER

ST JOHN, US VIRGIN ISLANDS

CONSULTANT:

SPRINGLINE ARCHITECTS, L.L.C.6100 RED HOOK QUARTERS, SUITE E2-1

ST. THOMAS, VI 00802Tel. (340) 777-2345

www.springlinearchitects.com

REV. DATE SUBMISSION

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2008

3:0

7:06

AM

04.08.08

LMO

MDH

MDH

WALL SECTIONS

A4.01

1/2" = 1'-0"WALL SECTION 3 1/2" = 1'-0"WALL SECTION 1

1/2" = 1'-0"WALL SECTION 4 1/2" = 1'-0"WALL SECTION 2

T.O. SLAB FIRSTFLOOR-SPA

17' - 0"

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

T.O. TRELLIS39' - 0"

T.O. SLAB PIT13' - 0"

8" SLOPED PERFORATED PIPE

CONCRETE FOUNDATION. SEESTRUCTURAL DRAWINGS

AAC WALL PANEL

AAC ROOF PANEL

LIQUID APPLIED WATER PROOFINGMEMBRANE. SEE SPECIFICATIONS

AAC FLOOR PANEL

12' -

8"

BEAM. SEE STRUCTURALDRAWINGS

3' - 6"5"

ELEVATOR SHAFT. VERIFYDIMENSIONS & REQUIREMENTSFROM ELEVATOR FABRICATOR

1'-4" X 1'-4" GRAVEL (TYP.)

T.O. SLAB FIRSTFLOOR-SPA

17' - 0"

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

T.O. TRELLIS39' - 0"

T.O. SLAB PIT13' - 0"

ELEVATOR PIT

ELEVATOR SHAFT. VERIFYDIMENSIONS & REQUIREMENTSFROM ELEVATOR MANUFACTURER

AAC ROOF PANEL

T.O. SLAB FIRSTFLOOR-SPA

17' - 0"

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

B.O. BEAM27' - 0"

2' - 0"

6' -

0"1'

- 11

1/4

"1/

2"10

' - 0

"2'

- 0"

AAC ROOF PANEL

LIQUID APPLIED WATER PROOFINGMEMBRANE. SEE SPECIFICATIONS

BEAM. SEE STRUCTURALDRAWINGS

PLASTER / PAINT FINISH

BEAM. SEE STRUCTURALDRAWINGS

42" HIGH HANDRAIL

STONE VENEER AT COLUMNBEYOND

BEAM BEYOND

BEAM BEYOND

GRADE VARIES. TO SLOPE AWAYFROM BUILDING

A4.124

124

B.O.BEAM 35' - 0"

STONE VENEER

8" SLOPED PERFORATED PIPE

6 MIL POLY VAPOR BARRIER

6" GRAVEL (TYP.)

LIQUID APPLIED WATER PROOFINGMEMBRANE. SEE SPECIFICATIONS

T.O. SLAB FIRSTFLOOR-SPA

17' - 0"

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

B.O. BEAM27' - 0"

K

1' - 0"

1/2"

WALL TILE. SEE SPECIFICATIONS

PLASTER / PAINT FINISH

AAC ROOF PANEL

LIQUID APPLIED WATER PROOFINGMEMBRANE. SEE SPECIFICATIONS

AAC WALL PANEL

BEAM. SEE STRUCTURALDRAWINGS

BEAM. SEE STRUCTURALDRAWINGS

PLASTER / PAINT FINISH TOUNDERSIDE OF AAC ROOF PANEL

6" INTERIOR CLEAR SCHEDULE 80PVC DOWNSPOUT

6"

PVC COUPLING AND WALLHANGER. SEE SPECIFICATIONS

SLAB ON GRADE. SEESTRUCTURAL DRAWINGS

6 MIL POLY VAPOR BARRIER

6" GRAVEL (TYP.)

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ROBERTS466 - A

THERESA S.

DATE:

DRAWN BY:

REVIEWED BY:

PROJECT MGR:

SEAL:

OWNER:

SHEET TITLE:

ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OFSPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS,DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERECREATED, DEVELOPED, AND PRESENTED FOR USE ON THISSPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANYPURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OFSPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BEPERMITTED TO RETAIN COPIES FOR INFORMATIONAND REFERENCE PURPOSES ONLY.

PROJECT ID:

PROJECT:

SHEET NUMBER:

5000 ESTATE ENIGHED PMB 245ST JOHN VI 00830

BUILDING NAME:

ESPA - FITNESS

FIRST AMERICAN DEVELOPMENTGROUP / CARIB, LLC, USVI LLC

050-07-1

POND BAYPARCELS 126, 272, 488D, 488E, 488F

ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER

ST JOHN, US VIRGIN ISLANDS

CONSULTANT:

SPRINGLINE ARCHITECTS, L.L.C.6100 RED HOOK QUARTERS, SUITE E2-1

ST. THOMAS, VI 00802Tel. (340) 777-2345

www.springlinearchitects.com

REV. DATE SUBMISSION

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LMO

MDH

MDH

WALL SECTIONS

A4.02

1/2" = 1'-0"WALL SECTION 1 1/2" = 1'-0"WALL SECTION 2 1/2" = 1'-0"WALL SECTION 3 1/2" = 1'-0"WALL SECTION 4

T.O. SLAB FIRSTFLOOR-SPA

17' - 0"

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

B.O. BEAM27' - 0"

2' - 0"

3' -

0"

AAC ROOF PANEL

LIQUID APPLIED WATER PROOFINGMEMBRANE. SEE SPECIFICATIONS

BEAM BEYOND

PLASTER / PAINT FINISH

BEAM. SEE STRUCTURALDRAWINGS

CRICKET BUILT UP

6" INTERIOR CLEAR SCHEDULE 80PVC DOWNSPOUT

PVC COUPLING AND WALLHANGER. SEE SPECIFICATIONS

AAC WALL PANEL

COLUMN BEYOND

CONCRETE FOUNDATION. SEESTRUCTURAL DRAWINGS

6"1"

B.O.BEAM 34' - 4 3/4"

DRIP EDGE

SLOPE TO CENTER & SLOPE TODRAIN

WHITE RIVER STONE

6" GRAVEL (TYP.)

6 MIL POLY VAPOR BARRIER

A4.131

T.O. SLAB FIRSTFLOOR-SPA

17' - 0"

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

T.O. WALL33' - 0"

AAC ROOF PANEL

A4.125

AAC WALL PANEL

LIQUID APPLIED WATER PROOFINGMEMBRANE. SEE SPECIFICATIONS

3' -

0"

3' -

0"

8' -

2"

8 1/4"

1X6 IMBUIA WOOD @ 1'-0" O.C.

1X6 IMBUIA WOOD @ 1'-0" O.C.

4X4 POST @ 4'-0" O.C.

PLASTER / PAINT FINISH

T.O. SLAB FIRSTFLOOR-SPA

17' - 0"

T.O. WALL33' - 0"

T.O. TRELLIS39' - 0"

6' -

0"

1/2"

8' -

2"

8 1/4"

124

AAC ROOF PANEL

PARAPET WALL BEYOND

1X6 IMBUIA WOOD ON WALL

SIGNAGE. (N.I.C.)

AAC ROOF PANEL

AAC WALL PANEL

SLAB ON GRADE. SEESTRUCTURAL DRAWINGS

6 MIL POLY VAPOR BARRIER

6" GRAVEL (TYP.)

CONCRETE FOUNDATION. SEESTRUCTURAL DRAWINGS

AC DUCT / LINEAR DIFFUSER. SEEMEP DRAWINGS

A4.143

PLASTER / PAINT FINISH

3' - 0"

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ROBERTS466 - A

THERESA S.

DATE:

DRAWN BY:

REVIEWED BY:

PROJECT MGR:

SEAL:

OWNER:

SHEET TITLE:

ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OFSPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS,DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERECREATED, DEVELOPED, AND PRESENTED FOR USE ON THISSPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANYPURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OFSPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BEPERMITTED TO RETAIN COPIES FOR INFORMATIONAND REFERENCE PURPOSES ONLY.

PROJECT ID:

PROJECT:

SHEET NUMBER:

5000 ESTATE ENIGHED PMB 245ST JOHN VI 00830

BUILDING NAME:

ESPA - FITNESS

FIRST AMERICAN DEVELOPMENTGROUP / CARIB, LLC, USVI LLC

050-07-1

POND BAYPARCELS 126, 272, 488D, 488E, 488F

ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER

ST JOHN, US VIRGIN ISLANDS

CONSULTANT:

SPRINGLINE ARCHITECTS, L.L.C.6100 RED HOOK QUARTERS, SUITE E2-1

ST. THOMAS, VI 00802Tel. (340) 777-2345

www.springlinearchitects.com

REV. DATE SUBMISSION

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3:0

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04.08.08

LMO

MDH

MDH

WALL SECTIONS

A4.03

1/2" = 1'-0"WALL SECTION 2 1/2" = 1'-0"WALL SECTION 1 1/2" = 1'-0"WALL SECTION 3

CONCRETE COLUMN. SEESTRUCTURAL DRAWINGS.

1/2" PLASTER.PAINT FINISH

1' -

6"

3' - 0"

1' - 6" 1' - 6"

1/2" PLASTER.PAINT FINISH

CONCRETE COLUMN. SEESTRUCTURAL DRAWINGS

STONE VENEER

105.17

8"

1' - 6"

EDGE OF SLAB

AAC WALL

8"

1' - 6"

CONCRETE COLUMN. SEESTRUCTURAL DRAWINGS

1/2" PLASTER.PAINT FINISH

AAC WALL

8"10

"

1' -

6"

1' - 0"

86.72

1" 5"

1' - 6"

EDGE OF SLAB

C.I.P. CONCRETE

1/2" PLASTER.PAINT FINISH

2' - 9"

8" 1' - 5" 8"

8"2"

8"

AAC WALL

1' - 3"

EDGE OF SLAB

1/2" PLASTER.PAINT FINISH

CONCRETE COLUMN. SEESTRUCTURAL DRAWINGS

1' - 6"

1 1/

2"5"

11 1

/2"

1' -

6"

P

EDGE OF SLAB

AAC WALL

1/2" PLASTER.PAINT FINISH

1' - 8"

9 3/

4"5"

1 1/

2"

1' -

4 1/

4"

8" 4" 8"

O

9 3/

4"5"

1 1/

2"

1' -

4 1/

4"

AAC WALL

9 1/2" 8"

1' - 5 1/2"

1/2' PLASTER.PAINT FINISH

EDGE OF SLAB

STONE VENEER

AAC WALL

8"8"

8"

2' -

0"

8"

8" 1' - 0" 8"

2' - 4"

8"3

1/2"

5"11

1/2

"

2' -

4"

STONE VENEER TIED BACKTO C.I.P. CONCRETE WITH S.S.DUR-A-WALL STRAPS @ 2'-0" O.C.

EDGE OF SLAB

2"8"

1' - 0"

2"

CONCRETE COLUMN. SEESTRUCTURAL DRAWINGS

TILE. SEESPECIFICATIONS

AAC WALL

1/2" PLASTER.PAINT FINISH

2"8"

2"

1' -

0"

1' - 0"

1/2" PLASTER.PAINT FINISH

AAC WALL

CONCRETE COLUMN. SEESTRUCTURAL DRAWINGS

4" 8"

1' - 0"

2"8"

2"

1' -

0"

CONCRETE COLUMN. SEESTRUCTURAL DRAWINGS

AAC WALL

1/2" PLASTER.PAINT FINISH

EDGE OF SLAB

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C

ROBERTS466 - A

THERESA S.

DATE:

DRAWN BY:

REVIEWED BY:

PROJECT MGR:

SEAL:

OWNER:

SHEET TITLE:

ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OFSPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS,DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERECREATED, DEVELOPED, AND PRESENTED FOR USE ON THISSPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANYPURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OFSPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BEPERMITTED TO RETAIN COPIES FOR INFORMATIONAND REFERENCE PURPOSES ONLY.

PROJECT ID:

PROJECT:

SHEET NUMBER:

5000 ESTATE ENIGHED PMB 245ST JOHN VI 00830

BUILDING NAME:

ESPA - FITNESS

FIRST AMERICAN DEVELOPMENTGROUP / CARIB, LLC, USVI LLC

050-07-1

POND BAYPARCELS 126, 272, 488D, 488E, 488F

ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER

ST JOHN, US VIRGIN ISLANDS

CONSULTANT:

SPRINGLINE ARCHITECTS, L.L.C.6100 RED HOOK QUARTERS, SUITE E2-1

ST. THOMAS, VI 00802Tel. (340) 777-2345

www.springlinearchitects.com

REV. DATE SUBMISSION

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3:0

7:18

AM

04.08.08

LMO

MDH

MDH

PLAN DETAILS

A4.11

1 1/2" = 1'-0"COLUMN PLAN DETAIL 1

1 1/2" = 1'-0"COLUMN PLAN DETAIL 2

1 1/2" = 1'-0"COLUMN PLAN DETAIL 3

1 1/2" = 1'-0"COLUMN PLAN DETAIL 4

1 1/2" = 1'-0"COLUMN PLAN DETAIL 5

1 1/2" = 1'-0"COLUMN PLAN DETAIL 6

1 1/2" = 1'-0"COLUMN PLAN DETAIL 7

1 1/2" = 1'-0"COLUMN PLAN DETAIL 8

1 1/2" = 1'-0"COLUMN PLAN DETAIL 9

1 1/2" = 1'-0"COLUMN PLAN DETAIL 10

1 1/2" = 1'-0"COLUMN PLAN DETAIL 11

1 1/2" = 1'-0"COLUMN PLAN DETAIL 12

T&G CUT @ SEGMENTS BETWEENRAFTERS

PLYWOOD. SEE STRUCTURALDRAWINGS

FLASHING. PAINT FINISH TO MATCH ROOF

CAULK AS REQUIRED

1/2" REGLET

CORRUGATED METAL ROOF

WOOD LEDGER. SEESTRUCTURAL DRAWINGS

ROOF RAFTER. SEESTRUCTURAL DRAWINGS

AAC WALL

PLASTER FINISH. SEESPECIFICATIONS

3"

2X WOOD FASCIA. PAINT FINISH

8" COPPER GUTTER W/ STRAPS@ 2'-0" O.C. MAX, SEE SPECIFICATIONS

T&G. CUT @ SEGMENTS BETWEEN RAFTERS

CORRUGATED METAL ROOF. METAL ROOF FASTENERSWITH FULL PENETRATION INTO ROOF SHEATHING PERMANUFACTURER'S OR STRUCTURAL SPECIFICATIONS-NOEXPOSED FASTENERS AT UNDERSIDE OF ROOF DECK.

15# FELT PAPER

TOP PLATE. SEE STRUCTUAL DRAWINGS

CONTINUOUS FOAMCLOSURE STRIP (TYP.)

COPPER DRIP EDGE

124

PLYWOOD. SEE STRUCTURAL DRAWINGS

CAULK

ROOF RAFTER W/ 1/2" ROUTED EDGE. SEE STRUCTUAL DRAWINGS

BEAM. SEE STRUCTUAL DRAWINGS

2' - 0"

BEAM. SEE STRUCTURALDRAWINGS

AAC ROOF PANEL. SEESTRUCTURAL DRAWINGS

1' - 0"

LIQUID APPLIED WATER PROOFINGMEMBRANE. SEE SPECIFICATIONS

124

1" DIA. DRIP EDGE

1/2" PLASTER. PAINT FINISH

6"

STONE VENEER BEYOND

1 1/2"1/2" DIA. DRIP EDGE

WINDOW PER SCHEDULE

2' - 0"

124

10"

124

TURNED UP AAC PANEL

COLUMN BEYOND

6"

AAC ROOF PANEL. SEESTRUCTURAL DRAWINGS

LIQUID APPLIED WATER PROOFINGMEMBRANE. SEE SPECIFICATIONS

1" DIA. DRIP EDGE

1/2" PLASTER. PAINT FINISH

4"4"

2' - 0"

2' - 6 1/4"

LIQUID APPLIED WATER PROOFINGMEMBRANE. SEE SPECIFICATIONS

1/2" PLASTER. PAINT FINISH

1' - 0"

1' - 0"

HOLE IN AAC ROOF PANEL.SEE ROOF PLAN FORLOCATIONS

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

B.O. BEAM27' - 0"

M

6"

FLASHING

CAULK AS REQUIRED

1/2" REGLET

CAULK AS REQUIRED

CANT STRIP

AAC ROOF PANEL

4"

AAC WALL

BEAM. SEE STRUCTURAL DRAWINGS

25' - 2"

3' - 0"6"

1/4 : 12

AAC ROOF PANEL. SEESTRUCTURAL DRAWINGS

LIQUID APPLIED WATER PROOFINGMEMBRANE. SEE SPECIFICATIONS

1" DIA. DRIP EDGE

1/2" PLASTER. PAINT FINISH

8 1/4"

1x6 IMBUIA WOOD @ 1'-0" O.C.ALIGN FACE OF WOOD WITH WOOD @RECEPTION AREA

4X4 POST @ 4'-0" O.C.

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

T.O. WALL33' - 0"

1X6 IMBUIA WOOD ON WALL

AAC WALL PANEL

BUILT UP CANT STRIP

AAC ROOF PANEL

PLASTER FINISH TOCOLUMN BEYOND

8" SOIL

2" GRAVEL

6 MIL POLY VAPOR BARRIER

CAP FLASHING.GC TO PROVIDE SUBMITTALS

2X TOP PLATE

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

T.O. WALL33' - 0"

CAP FLASHING.GC TO PROVIDE SUBMITTALS

2X TOP PLATE

1/2" PLASTER. PAINT FINISH

AAC WALL

LIQUID APPLIED WATER PROOFINGMEMBRANE. SEE SPECIFICATIONS

BUILT UP CANT STRIP

ACC ROOF PANEL

8" X 8" X 4" HIGH ROOF CURBW/ WATERPROOFING

1X8 W/ 45 CUT @ TOP. HOLD 1" A.F.F.

CAULK AS REQUIRED

4"

1"

SEE STRUCTURAL DRAWINGS FORPOST-BASE CONNECTION

1/2"

AAC FLOOR PANEL

T.O. COLUMN38' 2 3/4"

3X10 IMBUIA OR IPE

1X8 P.T. WOOD. OILED FINISH

3X CUTDOWN. OILED FINISH

30.00

5 1/2"

7"

90.00

10A4.12

8X8 WOOD POST W/ ROUTERED CORNERS

S.S. PLATES W/ THRU BOLTS

3X10 IMBUIA OR IPE

1X8 P.T. WOOD. OILED FINISH

3X CUTDOWN. OILED FINISH

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

T.O. WALL33' - 0"

4"

3" M

AX

CAP FLASHING.GC TO PROVIDESUBMITTALS

2X TOP PLATE

1/2" PLASTER.PAINT FINISH

AAC WALL

LIQUID APPLIED WATERPROOFING MEMBRANE.SEE SPECIFICATIONS

BUILT UP CANT STRIP

TILE

PROVIDE WATER PROOFINGTILE UNDERLAYMENT IN ALLROOF PUBLIC AREAS. SEESPECIFICATIONS

2"

.1/4" SLOPE

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ROBERTS466 - A

THERESA S.

DATE:

DRAWN BY:

REVIEWED BY:

PROJECT MGR:

SEAL:

OWNER:

SHEET TITLE:

ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OFSPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS,DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERECREATED, DEVELOPED, AND PRESENTED FOR USE ON THISSPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANYPURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OFSPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BEPERMITTED TO RETAIN COPIES FOR INFORMATIONAND REFERENCE PURPOSES ONLY.

PROJECT ID:

PROJECT:

SHEET NUMBER:

5000 ESTATE ENIGHED PMB 245ST JOHN VI 00830

BUILDING NAME:

ESPA - FITNESS

FIRST AMERICAN DEVELOPMENTGROUP / CARIB, LLC, USVI LLC

050-07-1

POND BAYPARCELS 126, 272, 488D, 488E, 488F

ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER

ST JOHN, US VIRGIN ISLANDS

CONSULTANT:

SPRINGLINE ARCHITECTS, L.L.C.6100 RED HOOK QUARTERS, SUITE E2-1

ST. THOMAS, VI 00802Tel. (340) 777-2345

www.springlinearchitects.com

REV. DATE SUBMISSION

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AM

04.08.08

LMO

MDH

MDH

ARCHITECTURAL DETAILS

A4.12

1 1/2" = 1'-0"FLASHING @ WALL - SECTION DETAIL 1

1 1/2" = 1'-0"EAVE DETAIL @ GALLERY 2

1 1/2" = 1'-0"AAC ROOF EAVE DETAIL 4

1 1/2" = 1'-0"AAC ROOF @ WALKWAY - SECTION DETAIL 3 1 1/2" = 1'-0"FLASHING DETAIL 12

1 1/2" = 1'-0"AAC ROOF SECTION DETAIL 5

1 1/2" = 1'-0"SECTION @ GARDEN ROOF 6

1 1/2" = 1'-0"PARAPET WALL - SECTION DETAIL 8

1 1/2" = 1'-0"PARAPET WALL @ FITNESS - SECTION DETAIL 7 1 1/2" = 1'-0"TERRACE COLUMN SECTION DETAIL 10

1 1/2" = 1'-0"TERRACE COLUMN SECTION DETAIL 11

1 1/2" = 1'-0"PARAPET WALL @ OVERFLOW SCUPPER - SECTION DETAIL 9

4A4.13

28' - 0"2"

1"1"

8"

3' - 0"

1/2" PLASTER. PAINT FINISH

CONCRETE WALL CAP

STONE VENEER

OPENING IN AAC WALL

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

T.O. WALL33' - 0"

O

8"1"

1"

3 1/2"

4" 1"2 1/2"

7 1/2"

SIGNAGE (N.I.C.)

1/2" PLASTER. PAINT FINISH

AAC WALL

CONCRETE WALL CAP BEYOND

STONE VENEER BEYOND

WATER SUPPLY. SEE MEP DRAWINGS

1/2" DRIP EDGE

CONCRETE WELL/ SPILLOVER

10"

1' - 2"

4"

LIQUID APPLIED WATERPROOFINGMEMBRANE. SEE SPECIFICATIONS

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

B.O. BEAM27' - 0"

O

10"

2 1/

4"

2"

2"1/4 : 12

CONCRETE WALL CAP BEYOND

STONE VENEER BEYOND

1/2" DRIP EDGE

CONCRETE SCUPPER

LIQUID APPLIED WATERPROOFINGMEMBRANE. SEE SPECIFICATIONS

CLEAR PCV D.S.

CORE DRILL HOLEFOR D.S. INSTAL

1/2"EPOXY

LIQUID APPLIED WATERPROOFINGMEMBRANE. SEE SPECIFICATIONS

T.O. SLAB SECONDFLOOR-SPA

29' - 0"

27' - 10"

1/4"

2"

1' - 6"

CONCRETE SCUPPER

STONE VENNER

CONCRETE WALL CAP

4"

4"1/

4"2"

OPENCONCRETESCUPPER

T.O. SLAB FIRSTFLOOR-SPA

17' - 0"

1/2"

4"2'

- 0"

3"

1' - 8"

1"

STONE VENEER

CONCRETE WALL CAP

AAC WALL

1" TILE ON WATER PROOFING MEMBRANE.SEE SPECIFICATIONS

TILE SHALL BE FLUSH WITH CONCRETE WALL CAP

T.O. SLAB FIRSTFLOOR-SPA

17' - 0"

N

.SLOPE

COLECTOR PIPE. SEEMEP DRAWINGS

12X12 S.S. GRATE FLUSH WITHBOTTOM OF SWALE

HANDRAIL. SEE DETAIL

1' - 0"

T.O. SLAB FIRSTFLOOR-SPA

17' - 0"2" MAX

.SLOPE

.

TILE FLOOR

WHITE RIVER STONE

GEOTEXTILE MAT

GRAVEL

SLOPE TOWARDS GRATE

6" GRAVEL

COMPACTED FILL

SLOPE

2' - 0"

AAC WALL

1/2"

TURN DOWN CONCRETE SLAB.SEE STRUCTURAL DRAWINGS

6" GRAVEL

UNDISTURBED SOIL

T.O. TOP SOIL

SEE LANDSCAPE DRAWINGSFOR TOP SOIL DEPTH

MARBLE TILE FLOOR

3"4"

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ROBERTS466 - A

THERESA S.

DATE:

DRAWN BY:

REVIEWED BY:

PROJECT MGR:

SEAL:

OWNER:

SHEET TITLE:

ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OFSPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS,DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERECREATED, DEVELOPED, AND PRESENTED FOR USE ON THISSPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANYPURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OFSPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BEPERMITTED TO RETAIN COPIES FOR INFORMATIONAND REFERENCE PURPOSES ONLY.

PROJECT ID:

PROJECT:

SHEET NUMBER:

5000 ESTATE ENIGHED PMB 245ST JOHN VI 00830

BUILDING NAME:

ESPA - FITNESS

FIRST AMERICAN DEVELOPMENTGROUP / CARIB, LLC, USVI LLC

050-07-1

POND BAYPARCELS 126, 272, 488D, 488E, 488F

ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER

ST JOHN, US VIRGIN ISLANDS

CONSULTANT:

SPRINGLINE ARCHITECTS, L.L.C.6100 RED HOOK QUARTERS, SUITE E2-1

ST. THOMAS, VI 00802Tel. (340) 777-2345

www.springlinearchitects.com

REV. DATE SUBMISSION

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4/8/

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3:0

7:46

AM

04.08.08

LMO

MDH

MDH

ARCHITECTURAL DETAILS

A4.13

1 1/2" = 1'-0"WATER FEATURE - ELEVATION 2 1 1/2" = 1'-0"WATER FEATURE - SECTION DETAIL 4

1 1/2" = 1'-0"SCUPPER SECTION DETAIL 5

1 1/2" = 1'-0"AAC ROOF @ DOWNSPOUT - SECTION DETAIL 1

1 1/2" = 1'-0"SCUPPER ELEVATION 3

3" = 1'-0"OVERFLOW SCUPPER ELEVATION 6

1 1/2" = 1'-0"LOW WALL @ FOUNTAIN - SECTION DETAIL 7

1 1/2" = 1'-0"DRAIN @ WALKWAY - SECTION DETAIL 9

1 1/2" = 1'-0"SWALE @ WALKWAY - SECTION DETAIL 8

1 1/2" = 1'-0"SLAB SECTION DETAIL 10

3"

5' - 0"

4' - 10"

1' - 8"

90.0

0

(2) 3X6 W/ INSIDE PIECE CUT FORLOUVER FRAME.USE (3) 3X6 @ CENTER SUPPORTSWITH EDGES CUT FOR LOUVERFRAME

1X4 SCREWED INTO FRAME WITHS.S. SCREWS (TYP.)

(2) 3X6 WITH 1/2" SPACER TOMATCH END 3X6 (TYP.)

STONE VENEER AT COLUMNBEYOND

AAC ROOF PANEL

LIQUID APPLIED WATERPROOFINGMEMBRANE. SEE SPECIFICATIONS

OIL FINISH TO ALL WOODCOMPONENTS. (TYP.)

DRIP EDGE

1/2" PLASTER. PAINT FINISH

2A4.14

18' - 8 1/2"

2 1/2"

3/4"

1 1/2"

1' - 8 1/4"

EQ EQ

5"7 1/2" 5"

5 1/

2"

STONE VENEER AT COLUMN (TYP.)

(3) 3X6 W/ EDGES CUTFOR LOUVER FRAME

1X4 LOUVER FRAME BEYOND

T.O. WALL33' - 0"

3' - 0"

TRIM

FLASHING

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ROBERTS466 - A

THERESA S.

DATE:

DRAWN BY:

REVIEWED BY:

PROJECT MGR:

SEAL:

OWNER:

SHEET TITLE:

ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OFSPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS,DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERECREATED, DEVELOPED, AND PRESENTED FOR USE ON THISSPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANYPURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OFSPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BEPERMITTED TO RETAIN COPIES FOR INFORMATIONAND REFERENCE PURPOSES ONLY.

PROJECT ID:

PROJECT:

SHEET NUMBER:

5000 ESTATE ENIGHED PMB 245ST JOHN VI 00830

BUILDING NAME:

ESPA - FITNESS

FIRST AMERICAN DEVELOPMENTGROUP / CARIB, LLC, USVI LLC

050-07-1

POND BAYPARCELS 126, 272, 488D, 488E, 488F

ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER

ST JOHN, US VIRGIN ISLANDS

CONSULTANT:

SPRINGLINE ARCHITECTS, L.L.C.6100 RED HOOK QUARTERS, SUITE E2-1

ST. THOMAS, VI 00802Tel. (340) 777-2345

www.springlinearchitects.com

REV. DATE SUBMISSION

C:\S

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4/8/

2008

3:0

7:49

AM

04.08.08

LMO

MDH

MDH

ARCHITECTURAL DETAILS

A4.14

1 1/2" = 1'-0"WALKWAY LOUVER SECTION DETAIL 1

1 1/2" = 1'-0"WALKWAY LOUVER PLAN DETAIL 2

1 1/2" = 1'-0"SECTION DETAIL @ ESPA ENTRY 3

ABC

8' -

0"

6"6'

- 8"

10"

WOOD PANEL

8' -

0"

8' -

0"

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ROBERTS466 - A

THERESA S.

DATE:

DRAWN BY:

REVIEWED BY:

PROJECT MGR:

SEAL:

OWNER:

SHEET TITLE:

ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OFSPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS,DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERECREATED, DEVELOPED, AND PRESENTED FOR USE ON THISSPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANYPURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OFSPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BEPERMITTED TO RETAIN COPIES FOR INFORMATIONAND REFERENCE PURPOSES ONLY.

PROJECT ID:

PROJECT:

SHEET NUMBER:

5000 ESTATE ENIGHED PMB 245ST JOHN VI 00830

BUILDING NAME:

ESPA - FITNESS

FIRST AMERICAN DEVELOPMENTGROUP / CARIB, LLC, USVI LLC

050-07-1

POND BAY