Spa Villa by Claude Dupre

POND BAY

NOMINAL NOT TO SCALE ON CENTER PLATE PLASTIC LAMINATE PLYWOOD PREFABRICATED PRESSURE TREATED POLYVINYL CHLORIDE ROOF DRAIN REFRIGERATOR REINFORCING REQUIRED REVERSED ROUGH OPENING SQUARE FEET SIMILAR SLAB ON GRADE SPECIFICATIONS STANDARD STEEL STRUCTURAL SUB FLOOR SUSPENDED TONGUE AND GROOVE TELEPHONE TEMPERATURE TOP OF SLAB TOP OF WALL TYPICAL UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL VERIFY IN FIELD WASHER WATER HEATER WATERPROOF WITH WELDED WIRE FABRIC WALK-IN-CLOSET

SHEET # A0.00

SPA VILLA BUILDINGS: A & E REVISION #7 PARCELS 126, 272, 488D, 488E, 488F ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER ST JOHN, US VIRGIN ISLANDS

LIST OF ABBREVIATIONS

NORTH ARROWS

DRAWING TITLE

DRAWING TITLE SCALE

PROJECT NAME ZONING = W-1 (SPA VILLA) THE FOLLOWING INFORMATION IS TAKEN FROM THE APPROVED CZM PERMIT CZJ-1-07(L) PARCELS

NORTH ROOM NAME KEY

SECTION CUT KEY

Room name 101

A3.02

DOOR KEY

SIM

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

VICINITY MAP

FRONT SETBACK PERMITTED: ACTUAL:

SPOT ELEVATION

CHANGE CLOUD AND REV. TAG

BENCH MARK

STEPDOWN SYMBOL

03.06.09

ARCHITECTURAL A2.00 R.O. PUMP ROOM PLAN & SECTION VILLA E A2.01 FIRST FLOOR PLAN VILLA A A2.02 FIRST FLOOR PLAN VILLA E A2.03 SECOND FLOOR PLAN VILLAS A&E A2.04 ROOF PLAN VILLAS A&E A3.01 EXTERIOR ELEVATIONS VILLA A A3.02 EXTERIOR ELEVATIONS VILLA A A3.03 EXTERIOR ELEVATIONS VILLA E A3.04 EXTERIOR ELEVATIONS VILLA E A3.11 BUILDING SECTIONS A4.01 WALL SECTIONS A4.11 ARCHITECTURAL DETAILS A4.12 ARCHITECTURAL DETAILS A5.01 DOOR AND WINDOW SCHEDULE A5.02 DOOR / WINDOW DETAILS A5.03 NICHE DETAILS A5.04 SPA TREATMENT ROOM SHOWER DETAILS A7.01 STAIR PLANS

12.04.08 12.04.08 12.04.08 12.04.08 12.04.08 12.04.08 12.04.08 12.04.08 12.04.08 12.04.08 12.04.08 12.04.08 12.04.08 12.04.08 12.04.08 12.04.08 12.04.08 12.04.08

STRUCTURAL S001 STRUCTURAL NOTES S101-A FOUNDATION PLAN-BUILDING A S101-E FOUNDATION PLAN-BUILDING E S102-A FIRST FLOOR PLAN-BUILDING A S102-E FIRST FLOOR PLAN-BUILDING E S201 SECOND FLOOR FRAMING PLAN S202 ROOF FRAMING PLAN S301 FOUNDATION SECTIONS S401 SECTION & CMU DETAILS S501 FRAMING SECTIONS

11.21.08 11.21.08 11.21.08 11.21.08 11.21.08 11.21.08 11.21.08 11.21.08 11.21.08 11.21.08

MECHANICAL M-1 MECHANICAL SPECIFICATIONS AND LEGEND M-2 MECHANICAL FIRST FLOOR PLAN M-3 MECHANICAL SECOND FLOOR PLAN M-4 MECHANICAL SCHEDULES AND DETAILS ELECTRICAL E-1 ELECTRICAL SPECIFICATIONS / LEGEND E-2 ELECTRICAL FIRST FLOOR PLAN E-3 ELECTRICAL SECOND FLOOR PLAN E-4 ELECTRICAL POWER RISER PLAN PLUMBING P-1 PLUMBING SPECIFICATIONS AND LEGEND P-2 SANITARY WASTE & VENT FIRST FLOOR PLAN P-3 DOMESTIC WATER FIRST FLOOR PLAN P-4 PLUMBING SECOND FLOOR PLAN P-5 PLUMBING DETAILS FIRE PROTECTION FP-1 FIRE PROTECTION SPECIFICATIONS AND DETAILS FP-2 FIRE PROTECTION FIRST FLOOR PLAN FP-3 FIRE PROTECTION SECOND FLOOR PLAN

7 7 7 7

09.12.08 09.12.08 09.12.08 03.06.09 03.06.09 03.06.09 03.06.09 03.06.09 09.12.08 09.12.08 09.12.08 09.12.08

09.12.08 09.12.08 09.12.08

6100 RED HOOK QUARTERS, SUITE E2-1 ST. THOMAS, VI 00802 Tel. (340) 777-2345 www.springlinearchitects.com

Contractor shall follow sizes in specifications or figures on drawings in preference to scale measurements and follow detail drawings in preference to general drawings, and follow actual field conditions.

50 FEET 1327 FEET

03.06.09 OWNER REQUESTED CHANGE 12.05.08 ELEC. SPEC. MODIFICATION 12.04.08 CONSTRUCTION DOCUMENTS 09.17.08 VE CONSTRUCTION DOCS. 06.20.08 CONSTRUCTION DOCUMENTS 05.22.08 BLDG. PERMIT APPLICATION 2 05.19.08 BLDG. MAT. CHANGE & COORD. 05.12.08 REVISED BASE SHEET 02.14.08 CONSTRUCTION DOCUMENTS 12.17.07 BID SET 12.13.07 BASE SHEET 12.04.07 BID SET PROGRESS 11.21.07 90% CD SET 09.04.07 BLDG. PERMIT APPLICATION REV. DATE SUBMISSION 7 6 5 4 3

SPRINGLINE ARCHITECTS, L.L.C.

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

WINDOW KEY

COLUMN LINE GRID KEY

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

LOT WIDTH MINIMUM 100 FEET ACTUAL (AT SMALLEST CROSSING) 300 FEET

A101

COVER

Should either the drawings and the specifications, or any particular specification, and the General Conditions contradict each other in any point, or require clarification, the Contractor must call the same to the attention of the Architect, and his decision shall be obtained prior to the submission of bids - otherwise, the Architect's interpretation will govern the performance of the work and no allowance shall be made in behalf of the Contractor for error or negligence on his part in this connection. The Contractor shall bear all costs (including overtime, air frieght, etc.) due to his errors and/ or ommisions prior to bidding.

10,000 SQ.FT. 14.32 ACRES

USABLE OPEN SPACE REQUIRED: 30% OF 14.32 ACRES =4.3 ACRES ACTUAL: 55% OF 14.32 ACRES =7.9 ACRES X

# DATE

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 be done.

SPA VILLA

LOT AREA MINIMUM: ACTUAL:

DETAIL KEY

7.61 LAND ACRES 3.86 LAND ACRES 1.75 LAND ACRES 0.58 LAND ACRES 0.58 LAND ACRES 14.32 LAND ACRES

OCCUPANCY PERMITTED: 40% OF 14.32 ACRES =5.73 ACRES ACTUAL: 1% OF 14.32 ACRES =0.14 ACRES

WALL TYPE KEY

ELEVATION KEY

By executing the contract, the contractor represents that he has visited the site, familiarized himself with 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 be done prior to the bid.

DENSITY PERMITTED: 40 PERSONS PER ACRE x 11.47 (W-1 UNRESTRICTED) =459 PERSONS ACTUAL: 19 PERSONS PER ACRE =218 PERSONS

SIM

A101

NO. 126 NO. 272 NO. 488D NO. 488E NO. 488F

TITLE

CONSULTANT:

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.

SIDE SETBACK PERMITTED: ACTUAL:

10 FEET 36 FEET

REAR SETBACK PERMITTED: ACTUAL:

50 FEET 50 FEET

HEIGHT PERMITTED: ACTUAL-MAXIMUM:

3 STORIES 2 STORIES

SITE

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

DATE:

LOCATION MAPS

GENERAL NOTES

SEAL:

11.29.07

DRAWN BY: CCHO

1" X

REVIEWED BY:

OWNER:

STRUCTURAL ENGINEER:

MARINE BIOLOGIST:

FLOOR AREA: INTERIOR: EXTERIOR: TOTAL:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

TRAVIS DESIGN ASSOCIATION 200 CAUGHMAN FARM LANE LEXINGTON, SC 29072

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

PROJECT MGR:

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

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

PROJECT:

ARCHITECT:

CIVIL ENGINEER:

SURVEYOR:

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

AES CONSULTING ENGINEERS 5248 OLDE TOWN RD, STE 1 WILLIAMSBURG, VA 23188

MOSELEY & ASSOCIATES PO BOX 600140 ST THOMAS, VI 00801-6140

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

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

LANDSCAPE ARCHITECT:

MEP ENGINEER:

WWT & R.O. PLANT:

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

PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FL 32803

SEVEN SEAS 6200 FRYDENHOJ SUITE 4 ST THOMAS, VI 00802

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

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

TEL: (340) 775.6607

JNS ELEVATION MARK

2,114 938 3,052 SF

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

STORIES: 2 STORIES

Name Elevation

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

EXTERIOR WALLS: CMU ROOF: WOOD RAFTERS AND METAL ROOFING

CLG HEIGHT KEY

ROOF AREA: 3,488 SF 1'-0" A.F.F.

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

PLUMBING: KITCHEN SINK: 1 LAVATORIES: 9 TOILETS: 5 BATHTUBS: 2 SHOWERS: 4 DISHWASHER: 1 CLOTHES WASHER: 1

INTERIOR ELEVATION MARK

MDH

THERESA S. ROBERTS 466 - A

RG IN ISLA

POND BAY PARCELS 126, 272, 488D, 488E, 488F ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER ST JOHN, US VIRGIN ISLANDS PROJECT ID: 050-07-1 OWNER:

ROOMS: BEDROOMS: 3 BATHROOMS: 5 OTHERS: 13 TOTAL WITH ELECTRICAL: 23

NOTE KEY

. U. S

SPA VILLA: (TYPICAL FOR 2 UNITS)

RED ARCH E T

CT ITE

ZONING REQUIREMENTS

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, any and all equipment that is damaged, omitted, or not in accordance with plans and specifications.

NOM N.T.S. O.C. PL. PL.LAM. PLYWD PREFAB P.T. PVC R.D. REF REINF REQ'D REV R.O. SF SIM S.O.G. SPEC STD STL STRUCT SUB FL SUSP. T&G TEL TEMP T.O.S. T.O.W. TYP U.N.O. VCT VERT V.I.F. W WH WP W/ WWF W.I.C.

ABOVE AIR CONDITIONING ACOUSTICAL TILE ABOVE FINISHED FLOOR ALUMINUM AVERAGE BLOCKING CENTER LINE CONTROL JOINT CEILING CONCRETE MASONRY UNIT COLUMN CONCRETE CONTINUOUS CERAMIC TILE DRYER DETAIL DRINKING FOUNTAIN DOWNSPOUT DIAMETER EACH ELEVATION EQUAL ELECTRIC WATER COOLER EXTERIOR EXISTING FLOOR DRAIN GAUGE GALVANIZED GYPSUM WALLBOARD HORIZONTAL LAVATORY LINEAR FEET LAMINATED VENEER LUMBER MANUFACTURER MINIMUM MISCELLANEOUS MASONRY OPENING METAL NOT IN CONTRACT

REGIS

ABV A/C A.C.T. AFF ALUM AVG BLKG CL CJ CLG. CMU COL CONC CONT C.T. D DET DF DS DIA EA. EL/ELEV EQ EWC EXT EXT'G FD GA GALV GWB HORIZ LAV L.F. L.V.L. MFR MIN MISC M.O. MTL N.I.C.

SHEET INDEX

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC 5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830 BUILDING NAME:

SPA VILLA BLDG. A&E SHEET TITLE:

COVER ROOF SLOPE/PITCH MARK

6 : 12 SLOPE 12 PITCH

LEGEND OF SYMBOLS

PROJECT DATA

INTERIOR DESIGNER:

ENVIRONMENTAL ENGINEER:

POOL DESIGNER:

HOWARD DESIGN GROUP 2801 FLORIDA AVE COCONUT GROVE, FL 33133

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

AQUATIC CONSULTANTS, INC. 13145 SW 104 TERRACE MIAMI, FL 33186

TEL: (305) 446.4088 FAX: (305) 446.4428

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

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

SHEET NUMBER:

A0.00

PROJECT DIRECTORY

SHEET INDEX

ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY.

2 A2.00 1' - 0"

CONCRETE WALL - REFER TO STRUCTURAL DRAWINGS

2' - 4"

SLAB ON GRADE PER STRUCTURAL

1' - 0"

PITCH

13' - 9"

7' - 10"

21' - 7"

4' - 6"

1' - 0"

002

16' - 11"

8" 5' - 8"

26' - 2"

1' - 0"

001

13' - 9"

14' - 0"

13' - 8"

FOUNDATION PER STRUCTURAL

PUMP ROOM 001

1' - 0"

PUMP ROOM WALLS PER STRUCTURAL

FILL PER CIVIL

SEE S101-E FOR ADDED WALL LOCATION

PUMP ROOM 1/4" = 1'-0"

1 5 4 3

12.04.08 CONSTRUCTION DOCUMENTS 09.17.08 VE CONSTRUCTION DOCS. 06.20.08 CONSTRUCTION DOCUMENTS 05.22.08 BLDG. PERMIT APPLICATION 2 05.19.08 BLDG. MAT. CHANGE & COORD. 05.07.08 REVISED BASE SHEET 02.28.08 BASE SHEET REV. DATE SUBMISSION

WOOD RAILING

SPRINGLINE ARCHITECTS, L.L.C.

5/4"x4" T&G DECKING

TOP OF SLAB FIRST FLOOR 0' - 0"

2x12 RIM BOARD

3x8 P.T. PLATE PER STRUCTURAL

6100 RED HOOK QUARTERS, SUITE E2-1 ST. THOMAS, VI 00802 Tel. (340) 777-2345 www.springlinearchitects.com

CONSULTANT:

2x12 @ 16" O.C.

DATE:

SEAL:

02.28.08

CCHO FOOTING PER STRUCTURAL

JNS PROJECT MGR:

. U. S

PUMP ROOM SLAB -8' - 0"

REVIEWED BY:

MDH

THERESA S. ROBERTS 466 - A

CT ITE

DRAWN BY:

RED ARCH E T

CONCRETE WATER TIGHT SEAL CURB AT DOORS

WALL PER STRUCTURAL

REGIS

PUMP ROOM 001

7' - 4"

STONE VENEER

RG IN ISLA

PROJECT:

POND BAY PARCELS 126, 272, 488D, 488E, 488F ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER ST JOHN, US VIRGIN ISLANDS PROJECT ID: 050-07-1 OWNER:

SECTION THRU PUMP ROOM 1/2" = 1'-0"

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC 5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830 BUILDING NAME:

SPA VILLA BLDG. E SHEET TITLE:

R.O. PUMP ROOM PLAN & SECTION VILLA E SHEET NUMBER:

A2.00

GENERAL NOTES WALL TYPES CMU WALL

8" STONE VENEER - FULL HEIGHT 8" STONE VENEER - BELOW WOOD STUD WALL

3. ALL WINDOW AND DOOR DIMENSIONS AT EXTERIOR WALLS ARE MASONRY OPENINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING MASONRY OPENING WITH WINDOW AND DOOR MANUFACTURER. 4. ALL EXTERIOR PORCHES AND ENTRY SLABS AND DECKS WILL SLOPE AWAY FROM BUILDING 1/8" : 12" FOR POSITIVE DRAINAGE. 6. SEE STRUCTURAL DRAWINGS FOR COLUMNS AND CMU WALL LOCATIONS. 5 7. DOWNSPOUTS: COORDINATE WITH CIVIL DRAWINGS. TIE INTO STORM SYSTEM OR PROVIDE SPLASHBLOCK AS INDICATED. SEE DETAIL 3-A4.12

49'-4" 8'-4"

38'-0"

3'-0"

8. DIMENSIONS ARE TO CENTERLINE OF ROUGH FRAMING PARTITIONS UNLESS OTHERWISE NOTED.

2 A3.11

A3.02

9. USE 1/2" CEMENT BOARD FOR ALL PARTITIONS WITH TILE FINISH. REFER TO INTERIOR DESIGN DRAWINGS. USE 1/2" GWB BOARD AT ALL OTHER WALLS.

4'-2 3/8"

2'-1"

M.O.

CENTER ON WINDOW

EGRESS WINDOW

SEE STRUCTURAL DRAWINGS FOR MASONRY WALL LOCATIONS, DETAILS & DIMENSIONS

2'-4"

PVC DOWNSPOUT, PAINT FINISH (TYP.)

BATH 1 102

1 4'-0"

6'-0"

120

13'-2" SEE INTERIOR DESIGN DRAWINGS FOR EXACT TILE LOCATION, HEIGHT AND DETAILS

BEDROOM 1 103

105

M.O.

14'-9"

6'-7"

3'-11"

2 22'-6"

24'-0"

5'-3 5/8"

TO FACE OF COLUMN

2 1 A7.01

126 2

6'-1 1/2"

5 INTERIOR DOORS SEE A5.01 & INTERIOR DESIGN DRAWINGS

119 4'-10"

2'-3 7/8"

CLOSET 114

A/C 115

101

4'-6 1/2"

3'-5"

WOOD HANDRAIL (TYP.)

9'-1 7/8"

125

7'-3 1/2"

7'-8 1/2"

5'-8 7/8"

102 4'-4 7/8"

M.O.

14'-9 7/8"

A5.04

3'-5"

1'-11 3/4" 6'-4 1/2"

10" 12'-0"

A4.12

106

LIBRARY 101

12. ALL INTERIOR DIMENSIOS ARE TAKEN FROM INTERIOR FACE OF CMU WALL

122

13'-6"

11. REFER TO SHEET A4.12 FOR PARTITION DETAILS

107

9'-1"

3'-5 1/2"

M.O.

3'-10"

5'-2"

108

8x8 P.T. POST (TYP.)

3'-1"

M.O.

14'-3 5/8"

10. CMU EXTERIOR WALLS: USE 1/2" GWB, CONT. VAPOR BARRIER ON 7/8" HAT CHANNEL @ 24" O.C. ON INTERIOR SIDE. CMU PARTY WALLS: USE 1/2" GWB ON 7/8" RESILIENT CHANNEL @ 24" O.C. ON BOTH SIDES.

6'-3 3/8"

3'-5"

FIN. DIM.

7'-5 1/2"

2'-10"

8'-4"

12'-2 1/2" TO FACE OF COLUMN

10'-0"

STONE VENEER. SEE ELEVATIONS FOR HEIGHTS

14'-2 3/4"

STAIRS 113

BEAM ABOVE

TO FACE OF COLUMN

5'-8 3/4"

2'-4"

SPRINGLINE ARCHITECTS, L.L.C.

56'-0"

PRECAST CAP AT STONE VENEER WALL. SEE ELEVATIONS

1 D

LAUNDRY 110

115

6100 RED HOOK QUARTERS, SUITE E2-1 ST. THOMAS, VI 00802 Tel. (340) 777-2345 www.springlinearchitects.com

T=12" R=7" PORCH ABOVE

5 STOP STONE VENEER 4" FROM ALL FINISH OPENINGS (TYP.)

TILE FLOOR ON SLAB ON GRADE

SEAL:

11.29.07

3'-7 3/4" W

2'-0"

4'-9 3/4"

2'-0"

102

REVIEWED BY:

103

JNS PROJECT MGR:

. U. S

101

CCHO

MDH

THERESA S. ROBERTS 466 - A

CT ITE

DRAWN BY:

RED ARCH E T

DATE:

TILE FINISH ON CONCRETE LANDING

BREAKFAST 112

CONSULTANT:

12'-0"

106

M.O.

6'-4 1/2"

13'-8 1/8"

105

15'-6 3/8"

BEAM ABOVE

16'-0"

M.O.

DINING ROOM 105

24'-0"

REGIS

5'-7 1/2"

SINK DRAIN

6'-4 1/2"

09.17.08 VE CONSTRUCTION DOCUMENTS

STONE VENEER. SEE ELEVATIONS FOR HEIGHTS

SLOPE 1/8" : 1'-0" 12'-9 3/4"

A3.01

4'-4"

WH 2'-8"

4'-1"

112

ROOF ABOVE

12.04.08 CONSTRUCTION DOCUMENTS

KITCHEN 111

12'-0"

3'-8"

A4.11

128 2'-2"

5'-0 1/4" D

2'-3 1/2"

FINISHED DIM.

2'-11 1/8"

EQ 5'-3 3/4"

PWDR ROOM 1 108

A/C 2'-10"

DOWN

3'-2"

5/4"X4" T&G, PRIMED AND PAINT FINISH, TOP AND BOTTOM

OF COLUMN

104

6'-10"

39'-10 1/8"

M.O.

6'-4 1/2"

12'-0"

107

4'-9 1/4"

2 A3.11

3'-5" M.O.

6 A4.11

OF COLUMN

EDGE OF DECK. PROVIDE CONT. FULL WIDTH BOARD AT PERIMETER OF DECK. NO EXPOSED GRAIN.

FOYER 106

2'-3 1/2"

9'-0" 5'-7 1/2"

20'-8"

2'-3 1/2"

17'-0"

2'-11 5/8"

SIDEWALK. SEE LANDSCAPE DRAWINGS

19'-6"

FAMILY ROOM 104

103

09.09.08 BASE SHEET 08.25.08 BASE SHEET-FURRED WALLS 08.18.08 SLAB PENETRATION PLAN 07.21.08 BASE SHEET 3 06.20.08 CONSTRUCTION DOCUMENTS 05.22.08 BLDG. PERMIT APPLICATION 2 05.19.08 BLDG. MAT. CHANGE & COORD. 05.12.08 REVISED BASE SHEET 02.14.08 CONSTRUCTION DOCUMENTS 12.17.07 BID SET 12.13.07 BASE SHEET 12.04.07 BID SET PROGRESS 11.21.07 90% CD SET 09.04.07 BLDG. PERMIT APPLICATION REV. DATE SUBMISSION

8'-8 3/4"

8'-0"

OF COLUMN M.O.

6'-4 1/2"

12'-0"

56'-0"

A3.01

8'-1"

FIN. DIM.

9'-0"

1 A3.11

RG IN ISLA

PROJECT: 8'-4"

2'-11 1/2"

2'-1" M.O.

5'-9"

2'-1"

17'-11" 2

M.O.

3'-5"

3'-9 1/2"

7'-4"

POND BAY

M.O.

PARCELS 126, 272, 488D, 488E, 488F ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER ST JOHN, US VIRGIN ISLANDS

A3.02

PROJECT ID: 050-07-1 OWNER: 8'-4"

38'-0"

7'-4"

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

53'-8"

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830 BUILDING NAME:

SPA VILLA BLDG. A&E

FIRST FLOOR PLAN VILLA A 1/4" = 1'-0"

SHEET TITLE:

FIRST FLOOR PLAN VILLA A SHEET NUMBER:

A2.01

GENERAL NOTES 5

1. SEE CIVIL SITE PLAN FOR F.F.E. OF UNITS.

WALL TYPES

2. SEE INTERIOR DESIGN DRAWINGS FOR REFLECTED CEILING PLANS, BATH AND KITCHEN PLANS, CLOSET AND CABINET DETAILS, FLOOR FINISHES AND GLASS SHOWER ENCLOSURES.

COPPER POST CAP

CMU WALL 8" STONE VENEER - FULL HEIGHT 4x4 POST UNDER CAP RAILING (SEE PLAN FOR LOCATION)

3. ALL WINDOW AND DOOR DIMENSIONS AT EXTERIOR WALLS ARE MASONRY OPENINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING MASONRY OPENING WITH WINDOW AND DOOR MANUFACTURER.

8" STONE VENEER - BELOW WOOD STUD WALL

4. ALL EXTERIOR PORCHES AND ENTRY SLABS AND DECKS WILL SLOPE AWAY FROM BUILDING 1/8" : 12" FOR POSITIVE DRAINAGE.

3'-4 1/2"

3'-6"

3'-8"

8x8 POST (SEE PLAN FOR LOCATION)

6. SEE STRUCTURAL DRAWINGS FOR COLUMNS AND CMU WALL LOCATIONS.

SEE TYP. RAILING DETAIL

7. DOWNSPOUTS: COORDINATE WITH CIVIL DRAWINGS. TIE INTO STORM SYSTEM OR PROVIDE SPLASHBLOCK AS INDICATED. SEE DETAIL 3-A4.12 5/4 x 4" T&G DECKING

8. DIMENSIONS ARE TO CENTERLINE OF ROUGH FRAMING PARTITIONS UNLESS OTHERWISE NOTED.

2x12 @ 16" O.C.

9. USE 1/2" CEMENT BOARD FOR ALL PARTITIONS WITH TILE FINISH. REFER TO INTERIOR DESIGN DRAWINGS. USE 1/2" GWB BOARD AT ALL OTHER WALLS.

2x12 RIM BOARD

10. CMU EXTERIOR WALLS: USE 1/2" GWB, CONT. VAPOR BARRIER ON 7/8" HAT CHANNEL @ 24" O.C. ON INTERIOR SIDE. CMU PARTY WALLS: USE 1/2" GWB ON 7/8" RESILIENT CHANNEL @ 24" O.C. ON BOTH SIDES.

3x8 P.T. PLATE PER STRUCTURAL 49'-4" STONE VENEER

32'-0" 2'-4"

14'-4"

13'-8"

3'-0"

2'-4"

11. REFER TO SHEET A4.12 FOR PARTITION DETAILS

WALL PER STRUCTURAL DWGS. A3.04

12. ALL INTERIOR DIMENSIOS ARE TAKEN FROM INTERIOR FACE OF CMU WALL

A2.02

A3.11

2'-4"

10" 13'-8"

13'-8"

2'-1"

14'-3 5/8"

M.O.

108

107

106

12'-0"

7'-1 3/4"

3'-10"

4'-0"

6'-0"

EGRESS WINDOW

120

2 A5.04

SEE STRUCTURAL DRAWINGS FOR MASONRY WALL LOCATIONS, DETAILS & DIMENSIONS

13'-2"

3'-5"

SEE INTERIOR DESIGN DRAWINGS FOR EXACT TILE LOCATION, HEIGHT AND DETAILS

CLOSET 114

A/C 115 D

7'-3 1/2"

22'-6"

24'-0"

5'-3 5/8"

1 A7.01

126

2 4'-10"

119 4'-6 1/2"

INTERIOR DOORS SEE A5.01 & INTERIOR DESIGN DRAWINGS

6'-1 1/2"

10'-0"

11'-5 3/8"

STONE VENEER. SEE ELEVATIONS FOR HEIGHTS

2'-9 3/8"

OF COLUMN

STAIRS 113

8'-10 3/4"

2'-3 1/2"

112

2'-11 1/8"

5'-0 1/4"

FINISHED DIM.

56'-0"

8'-0"

128

SLOPE 1/8" : 1'-0" PRECAST CAP AT STONE VENEER WALL. SEE ELEVATIONS

LAUNDRY 110

115 1

T=12" R=7" DATE:

24'-0"

12'-0"

8'-4"

2'-11 1/2"

101

102

2'-1" M.O.

DOWN

5'-9"

2'-1"

17'-11" 2

M.O.

3'-5"

3'-9 1/2"

RG IN ISLA

PARCELS 126, 272, 488D, 488E, 488F ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER ST JOHN, US VIRGIN ISLANDS PROJECT ID: 050-07-1

103

THERESA S. ROBERTS 466 - A

POND BAY

OWNER:

2'-0"

RED ARCH E T

PROJECT:

3'-7 3/4"

1'-2"

2'-0"

4'-9 3/4"

5/4"X4" T&G, PRIMED AND PAINT FINISH, TOP AND BOTTOM

JNS

MDH 12'-0"

106

REVIEWED BY:

PROJECT MGR:

A4.11 M.O.

6'-4 1/2"

13'-8 1/8"

BEAM ABOVE

16'-0"

M.O.

STOP STONE VENEER 4" FROM ALL FINISH OPENINGS (TYP.)

TILE FINISH ON CONCRETE LANDING

8x8

DRAWN BY: CCHO

BREAKFAST 112

SEAL:

11.29.07 5

3 15'-6 3/8"

6'-0"

105

CONSULTANT:

CT ITE

6'-4 1/2"

STONE VENEER. SEE ELEVATIONS FOR HEIGHTS

. U. S

12'-0"

A3.03

PORCH ABOVE

SINK DRAIN

DOWN

WH 2'-8"

KITCHEN 111

4x4

6100 RED HOOK QUARTERS, SUITE E2-1 ST. THOMAS, VI 00802 Tel. (340) 777-2345 www.springlinearchitects.com

DINING ROOM 105

SPRINGLINE ARCHITECTS, L.L.C.

4'-4"

19'-6"

3'-8"

ROOF ABOVE

4'-8 1/2"

5'-7 1/2"

8x8

3'-2"

A/C 2'-10"

2'-2"

PWDR ROOM 1 108

6'-0"

A4.12

5'-3 3/4"

104

6'-10"

39'-10 1/8"

2'-4"

20'-8"

OF COLUMN

M.O.

12'-0"

6'-4 1/2"

A3.11

24'-0"

4'-9 1/4"

2'-3 1/2"

5'-8 3/4"

2 3

3'-5" M.O.

107

4'-1"

20'-8"

EDGE OF DECK. PROVIDE CONT. FULL WIDTH BOARD AT PERIMETER OF DECK. NO EXPOSED GRAIN.

63'-6"

OF COLUMN

8x8

4x4

FOYER 106

9'-0"

2 5'-7 1/2"

12'-0"

A3.03

2'-3 1/2"

2'-11 5/8"

12'-9 3/4"

103

12.04.08 CONSTRUCTION DOCUMENTS 09.17.08 VE CONSTRUCTION DOCS. 09.09.08 BASE SHEET 08.25.08 BASE SHEET-FURRED WALLS 08.22.08 SLAB PENETRATION PLAN 07.21.08 BASE SHEET 3 06.20.08 CONSTRUCTION DOCUMENTS REV. DATE SUBMISSION

SIDEWALK. SEE LANDSCAPE DRAWINGS

FAMILY ROOM 104

17'-0"

M.O.

6'-4 1/2"

12'-0"

64'-4"

12'-0"

FULL DECK PLAN FOR BUILDING "E"

4x4

BEAM ABOVE

8'-1"

FIN. DIM.

9'-0"

1 A3.11

5 4

101

TO FACE OF COLUMN

REGIS

LIMIT OF DECK FOR BUILDING "A"

5'-8 7/8"

125

SLOPE 1/8" : 12"

9'-1 7/8" 3'-5"

2'-3 7/8"

12'-0"

7'-8 1/2" D

102

8x8

105

BEDROOM 1 103

M.O.

3'-11"

14'-9"

6'-7"

14'-9 7/8"

M.O.

6'-4 1/2"

LIBRARY 101

4'-4 7/8"

5'-2"

PVC DOWNSPOUT, PAINT FINISH (TYP.)

8x8

4x4

10"

122

13'-6"

WOOD HANDRAIL (TYP.)

12'-0"

BATH 1 102

CENTER ON WINDOW

2'-10"

8x8

1'-6"

4x4

WOOD POSTS. SEE STRUCTURAL DRAWINGS (TYP.)

6'-0"

8x8

SLOPE 1/8" : 12"

1'-6"

A2.02

4x4

3'-5 1/2"

6'-10" SLOPE 1/8" : 12"

8x8 8x8

3'-1"

6'-3 3/8"

6'-10"

4'-2 3/8"

9'-1"

6'-10"

3'-5"

FIN. DIM.

6'-10"

1'-6"

7'-5 1/2"

2'-4"

1'-6"

7'-6" 8'-4"

30'-4"

6'-0"

SLOPE 1/8" : 12"

1" = 1'-0"

2'-4"

POST DETAIL

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC 5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

7'-4"

M.O.

BUILDING NAME:

SPA VILLA

A3.02

BLDG. A&E SHEET TITLE: 8'-4"

38'-0"

7'-4"

FIRST FLOOR PLAN VILLA E

53'-8"

2'-0"

8x8

SHEET NUMBER:

A2.02

FIRST FLOOR DECK PLAN BLDG E 1/4" = 1'-0"

FIRST FLOOR PLAN VILLA E 1/4" = 1'-0"

GENERAL NOTES WALL TYPES CMU WALL 8" STONE VENEER - FULL HEIGHT 8" STONE VENEER - BELOW WOOD STUD WALL

1. SEE CIVIL SITE PLAN FOR F.F.E. OF UNITS. 2. SEE INTERIOR DESIGN DRAWINGS FOR REFLECTED CEILING PLANS, BATH AND KITCHEN PLANS, CLOSET AND CABINET DETAILS, FLOOR FINISHES AND GLASS SHOWER ENCLOSURES. 3. ALL WINDOW AND DOOR DIMENSIONS AT EXTERIOR WALLS ARE MASONRY OPENINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING MASONRY OPENING WITH WINDOW AND DOOR MANUFACTURER. 4. ALL EXTERIOR PORCHES AND ENTRY SLABS AND DECKS WILL SLOPE AWAY FROM BUILDING 1/8" : 12" FOR POSITIVE DRAINAGE. 6. SEE STRUCTURAL DRAWINGS FOR COLUMNS AND CMU WALL LOCATIONS.

10"

7'-6"

7. DOWNSPOUTS: COORDINATE WITH CIVIL DRAWINGS. TIE INTO STORM SYSTEM OR PROVIDE SPLASHBLOCK AS INDICATED. SEE DETAIL 3-A4.12

38'-0"

A3.02

A3.11

8. DIMENSIONS ARE TO CENTERLINE OF ROUGH FRAMING PARTITIONS UNLESS OTHERWISE NOTED.

A3.04

9. USE 1/2" CEMENT BOARD FOR ALL PARTITIONS WITH TILE FINISH. REFER TO INTERIOR DESIGN DRAWINGS. USE 1/2" GWB BOARD AT ALL OTHER WALLS.

10. CMU EXTERIOR WALLS: USE 1/2" GWB, CONT. VAPOR BARRIER ON 7/8" HAT CHANNEL @ 24" O.C. ON INTERIOR SIDE. CMU PARTY WALLS: USE 1/2" GWB ON 7/8" RESILIENT CHANNEL @ 24" O.C. ON BOTH SIDES. 3'-7 1/2"

2'-1"

7'-1"

2'-1"

17'-1"

2'-1"

M.O.

204

205

211

3'-11 1/2"

M.O.

12. ALL INTERIOR DIMENSIOS ARE TAKEN FROM INTERIOR FACE OF CMU WALL SEE STRUCTURAL DRAWINGS FOR MASONRY WALL LOCATIONS, DETAILS & DIMENSIONS

WIC 214

41'-2"

1'-9 1/2" D

215

A5.04 10'-4"

2'-5"

2 2

2'-5"

1 A5.04

2'-2"

8 A4.12

217

56'-0"

208

INTERIOR DOORS SEE A5.01 & INTERIOR DESIGN DRAWINGS

5'-8"

30'-0"

6'-11 1/4"

1'-1 1/2"

ROOF ABOVE

7'-6" CONSULTANT:

FLOOR MOUNTED C/H WATER SUPPLY, COORDINATE WITH ID DWGS

TERRACE 211

DATE:

SEAL:

11.29.07 1

DRAWN BY: D

223 2 W

202

201

CCHO REVIEWED BY: JNS PROJECT MGR:

RED ARCH E T

MDH

THERESA S. ROBERTS 466 - A

209

14'-10"

SINK TO BE INSTALLED AS PART OF CABINETRY SHOWN HERE FOR REFERENCE PURPOSES ONLY

M.O.

BEDROOM 3 209

6'-4 1/2"

19'-7"

SLOPE 1/8" : 1'-0"

4'-11 1/8"

6'-0 1/2"

6100 RED HOOK QUARTERS, SUITE E2-1 ST. THOMAS, VI 00802 Tel. (340) 777-2345 www.springlinearchitects.com

CT ITE

203

2'-5 1/2"

SPRINGLINE ARCHITECTS, L.L.C.

. U. S

210

222

2'-0"

WOOD HANDRAIL (TYP.)

A3.03

4'-9 3/4"

214

TREATMENT ROOM 208

A3.01

CORRUGATED METAL ROOF

7'-1 5/8"

09.17.08 VE CONSTRUCTION DOCUMENTS

8'-7"

BATH 3 207

5'-1 1/8"

8'-6 1/8" TO FINISH FACE

17'-4"

A4.12

8'-6 1/8" TO FINISH FACE

13'-2"

M.O.

A4.11

6'-0 1/2"

A/C 205

2'-5 3/4"

4'-1"

M.O.

4'-10"

2'-1 5/8"

6'-5 1/4"

SAUNA (EQUIPM. & DOOR SUPPLIED BY OWNER INSTALLED BY CONTRACTOR)

4'-6"

220

1'-10"

12'-0 3/4"

M.O.

2'-6"

1 A5.03

SHOWER

4'-7"

216

12'-0"

204

A3.11

3'-8"

ROOF BELOW 3 : 12

FIN. DIM. NICHE

2'-0"

2'-4 1/2"

SPA ROOM 206

4 A4.12

ROOF ABOVE

3'-1 1/2"

202

12.04.08 CONSTRUCTION DOCUMENTS

22"x22" ACCESS HATCH ABOVE

10'-5 1/2"

2'-10 1/4"

2'-10"

2'-9"

2'-8" A5.03

212

16'-2 3/4"

4'-2"

2'-4"

219

3'-9"

13'-8 3/4"

M.O.

12'-0 3/4"

24'-0"

56'-0"

3 D

3'-11"

6'-11"

8'-10"

1 A7.01

PWDR ROOM 2 213

KINESIS MACHINE

A3.03

STAIRS 113

6'-0 1/2"

221 2

5'-5"

8'-1"

M.O.

HALL 203

4 A4.12

1 A4.11 9'-0"

205

2'-0"

A3.01

2'-2"

1'-11 5/8"

9'-5 1/2"

A5.03

1'-9 1/2"

2 5

3'-5"

8x8 P.T. POST (TYP.)

5'-3 1/2"

206 WIC 215

5'-4 3/4"

7'-10 7/8"

TERRACE 210

EDGE OF DECK. PROVIDE CONT. FULL WIDTH BOARD AT PERIMETER OF DECK. NO EXPOSED GRAIN.

SHOWER ENCLOSURE. SEE INTERIOR DESIGN DRAWINGS

210

SLOPE 1/8" : 12"

15'-0"

209

BATH 2 202

A3.11

12'-1 3/8" M.O.

3'-0 7/8"

3'-5"

BEDROOM 2 201

4'-1 3/4"

3'-11 3/4"

19'-6"

M.O.

12'-0"

6'-4 1/2"

17'-6"

ROOF ABOVE

207

5/4"X4" T&G, PRIMED AND PAINT FINISH, TOP AND BOTTOM

6'-3 1/2"

5'-3 3/8"

7'-1 3/4"

6'-0"

1 2

11. REFER TO SHEET A4.12 FOR PARTITION DETAILS

PVC DOWNSPOUT, PAINT FINISH (TYP.)

REGIS

8'-4"

RG IN ISLA

PROJECT: 10"

7'-6"

2'-11 1/2"

2'-1" M.O.

5'-9"

2'-1"

9'-5"

2'-1" 2

M.O.

7'-1"

2'-1"

4'-5 1/2"

6'-6"

10"

PARCELS 126, 272, 488D, 488E, 488F ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER ST JOHN, US VIRGIN ISLANDS

A3.02 8'-4"

38'-0"

POND BAY

M.O.

7'-4"

PROJECT ID: 050-07-1 OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC 5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830 BUILDING NAME:

SPA VILLA

SECOND FLOOR PLAN VILLAS A&E 1/4" = 1'-0"

BLDG. A&E SHEET TITLE:

SECOND FLOOR PLAN VILLAS A&E SHEET NUMBER:

A2.03

2 1 A3.11 A4.01

A3.02

A3.04

8 A4.11 3" DIA. SCHEDULE 40 PVC DOWNSPOUT. PAINT TO MATCH BUILDING

6 : 12

1 1/2" : 12"

A4.11

WALL BELOW 7 A4.12

1 1/2" : 12"

A4.11

6 : 12

RIDGE CAP (TYP.)

1 A3.11

6 : 12

A3.01

A4.12

A4.11

6" HALF ROUND GUTTER. SLOPE TO DRAIN

2 6 : 12

6 : 12 2

2 3 : 12

A3.03

5 4

A4.11

A3.01

A3.03

12.04.08 CONSTRUCTION DOCUMENTS 09.17.08 VE CONSTRUCTION DOCS. 07.21.08 BASE SHEET 05.22.08 BLDG. PERMIT APPLICATION 2 05.19.08 BLDG. MAT. CHANGE & COORD. 05.12.08 REVISED BASE SHEET 02.14.08 CONSTRUCTION DOCUMENTS 12.17.07 BID SET 12.13.07 BASE SHEET 12.04.07 BID SET PROGRESS 11.21.07 90% CD SET 09.04.07 BLDG. PERMIT APPLICATION REV. DATE SUBMISSION

5 A4.11 RIDGE CAP (TYP.) 3 A3.11

SPRINGLINE ARCHITECTS, L.L.C. 6100 RED HOOK QUARTERS, SUITE E2-1 ST. THOMAS, VI 00802 Tel. (340) 777-2345 www.springlinearchitects.com 9

A4.12 CONSULTANT:

6 : 12

BEAM BELOW

1 1/2" : 12"

DRAWN BY: CCHO REVIEWED BY:

PROJECT MGR:

. U. S

JNS

RED ARCH E T

MDH

THERESA S. ROBERTS 466 - A

11.29.07

CT ITE

1 1/2" : 12"

A4.12

SEAL:

DATE: 7

REGIS

1 1/2" : 12"

RG IN ISLA

PROJECT:

POND BAY 2

6" HALF ROUND GUTTER. SLOPE TO DRAIN

8 A4.11

A3.02

PARCELS 126, 272, 488D, 488E, 488F ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER ST JOHN, US VIRGIN ISLANDS PROJECT ID: 050-07-1 OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC 5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830 BUILDING NAME:

SPA VILLA BLDG. A&E

ROOF PLAN VILLAS A&E 1/4" = 1'-0"

SHEET TITLE:

ROOF PLAN VILLAS A&E SHEET NUMBER:

A2.04

NOTES 1. EXTERIOR FINISH COLORS TO MATCH MARTIN SENOUR PAINT #305-5

CORRUGATED METAL ROOF

A3.11

6 CORRUGATED METAL ROOF 12

ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT

CONCRETE LINTEL WITH PLASTER FINISH

3" DIA. SCHEDULE 40 PVC DOWNSPOUT. PAINT TO MATCH BUILDING

TOP OF WALL 20' - 8"

ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT

2X12 WOOD FASCIA. PAINT FINISH 5

3" DIA. SCHEDULE 40 PVC DOWNSPOUT. PAINT TO MATCH BUILDING

P.T. WOOD COLUMN. PAINT FINISH

STONE VENEER (TYP.)

TOP OF SLAB SECOND FLOOR 10' - 8"

PLASTER FINISH. VERIFY COLOR WITH ARCHITECT

TRIM. PLASTER FINISH OVER HIGH DENSITY FOAM. SEE SPECIFICATIONS STAIR LANDING

PLASTER FINISH. VERIFY COLOR WITH ARCHITECT TRIM. PLASTER FINISH OVER HIGH DENSITY FOAM. SEE SPECIFICATIONS

3'-0"

PRECAST WALL CAP STONE VENEER (TYP.)

10 A4.12

TOP OF SLAB FIRST FLOOR 0' - 0"

10 A4.12

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

12 6

A3.11

12.04.08 CONSTRUCTION DOCUMENTS

09.17.08 VE CONSTRUCTION DOCUMENTS

SPRINGLINE ARCHITECTS, L.L.C.

6100 RED HOOK QUARTERS, SUITE E2-1 ST. THOMAS, VI 00802 Tel. (340) 777-2345 www.springlinearchitects.com

CORRUGATED METAL ROOF

ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT 2X12 WOOD FASCIA. PAINT FINISH

CONSULTANT:

TOP OF WALL 20' - 8" 5

P.T. WOOD COLUMN. PAINT FINISH

REVIEWED BY: P.T. WOOD BEAM. PAINT FINISH

JNS PROJECT MGR:

RED ARCH E T

MDH

THERESA S. ROBERTS 466 - A

CT ITE

P.T. WOOD BEAM. PAINT FINISH

CCHO

. U. S

TOP OF SLAB SECOND FLOOR 10' - 8"

DRAWN BY:

REGIS

11.29.07 WOOD RAILING

PLASTER FINISH. VERIFY COLOR WITH ARCHITECT

SEAL:

DATE:

RG IN ISLA

PROJECT: PLASTER FINISH. VERIFY COLOR WITH ARCHITECT

PRECAST WALL CAP

WOOD RAILING

TOP OF SLAB FIRST FLOOR 0' - 0" GRADE -3' - 0" 10 A4.12

STONE VENEER (TYP.)

POND BAY PARCELS 126, 272, 488D, 488E, 488F ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER ST JOHN, US VIRGIN ISLANDS PROJECT ID: 050-07-1 OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC 5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830 BUILDING NAME:

TYP.

SPA VILLA BLDG. A&E SHEET TITLE:

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

EXTERIOR ELEVATIONS VILLA A SHEET NUMBER:

A3.01

NOTES 1. EXTERIOR FINISH COLORS TO MATCH MARTIN SENOUR PAINT #305-5

2 A3.11

6 CORRUGATED METAL ROOF

6 ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT

12 6

ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT 12

2X12 WOOD FASCIA. PAINT FINISH 2

TOP OF WALL 20' - 8"

TRIM. PLASTER FINISH OVER HIGH DENSITY FOAM. SEE SPECIFICATIONS

2X12 WOOD FASCIA. PAINT FINISH TRIM. PLASTER FINISH OVER HIGH DENSITY FOAM. SEE SPECIFICATIONS

TRIM. PLASTER FINISH OVER HIGH DENSITY FOAM. SEE SPECIFICATIONS

3'-0"

WOOD RAILING WOOD RAILING

TOP OF SLAB SECOND FLOOR 10' - 8"

PLASTER FINISH. VERIFY COLOR WITH ARCHITECT

P.T. WOOD COLUMN. PAINT FINISH

P.T. WOOD COLUMN. PAINT FINISH 5

STONE VENEER (TYP.)

WOOD RAILING

TOP OF SLAB FIRST FLOOR 0' - 0" GRADE -3' - 0"

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

12.04.08 CONSTRUCTION DOCUMENTS

09.17.08 VE CONSTRUCTION DOCUMENTS

2 A3.11

12 6

SPRINGLINE ARCHITECTS, L.L.C. CORRUGATED METAL ROOF

6100 RED HOOK QUARTERS, SUITE E2-1 ST. THOMAS, VI 00802 Tel. (340) 777-2345 www.springlinearchitects.com

ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT 5

12 12

TOP OF WALL 20' - 8"

TRIM. PLASTER FINISH OVER HIGH DENSITY FOAM. SEE SPECIFICATIONS

ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT CONSULTANT: 2X12 WOOD FASCIA. PAINT FINISH STONE VENEER (TYP.) 3" DIA. SCHEDULE 40 PVC DOWNSPOUT. PAINT TO MATCH BUILDING

P.T. WOOD COLUMN. PAINT FINISH

CCHO REVIEWED BY: JNS PROJECT MGR: PLASTER FINISH. VERIFY COLOR WITH ARCHITECT

. U. S

P.T. WOOD BEAM. PAINT FINISH

MDH

THERESA S. ROBERTS 466 - A

DRAWN BY:

RED ARCH E T

CT ITE

P.T. WOOD BEAM. PAINT FINISH

SEAL:

11.29.07

TOP OF SLAB SECOND FLOOR 10' - 8"

WOOD RAILING

DATE:

WOOD RAILING

REGIS

TRIM. PLASTER FINISH OVER HIGH DENSITY FOAM. SEE SPECIFICATIONS

RG IN ISLA

PROJECT: 5

POND BAY

3'-0"

PRECAST WALL CAP

TOP OF SLAB FIRST FLOOR 0' - 0"

PARCELS 126, 272, 488D, 488E, 488F ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER ST JOHN, US VIRGIN ISLANDS PROJECT ID: 050-07-1 OWNER:

GRADE -3' - 0"

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC 5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

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

BUILDING NAME:

SPA VILLA BLDG. A&E SHEET TITLE:

EXTERIOR ELEVATIONS VILLA A SHEET NUMBER:

A3.02

A3.11

NOTES 1. EXTERIOR FINISH COLORS TO MATCH MARTIN SENOUR PAINT #305-5

CORRUGATED METAL ROOF

6 CORRUGATED METAL ROOF 12 6

ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT

12 6 CONCRETE LINTEL ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT

3" DIA. SCHEDULE 40 PVC DOWNSPOUT. PAINT TO MATCH BUILDING

TOP OF WALL 20' - 8" 2X12 WOOD FASCIA. PAINT FINISH

3" DIA. SCHEDULE 40 PVC DOWNSPOUT. PAINT TO MATCH BUILDING

A4.11 P.T. WOOD COLUMN. PAINT FINISH

STONE VENEER (TYP.)

TOP OF SLAB SECOND FLOOR 10' - 8"

PLASTER FINISH. VERIFY COLOR WITH ARCHITECT

TRIM. PLASTER FINISH OVER HIGH DENSITY FOAM. SEE SPECIFICATIONS STAIR LANDING

PLASTER FINISH. VERIFY COLOR WITH ARCHITECT

WOOD RAILING 3'-0"

PRECAST WALL CAP STONE VENEER (TYP.)

TOP OF SLAB FIRST FLOOR 0' - 0" STONE VENEER (TYP.)

10 A4.12

PUMP ROOM SLAB. -8' - 0"

EAST ELEVATION VILLA E 1/4" = 1'-0"

5 4

A3.11

SPRINGLINE ARCHITECTS, L.L.C.

6100 RED HOOK QUARTERS, SUITE E2-1 ST. THOMAS, VI 00802 Tel. (340) 777-2345 www.springlinearchitects.com

CORRUGATED METAL ROOF

ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT 2X12 WOOD FASCIA. PAINT FINISH

CONSULTANT:

TOP OF WALL 20' - 8"

P.T. WOOD COLUMN. PAINT FINISH

REVIEWED BY: JNS PROJECT MGR:

. U. S

P.T. WOOD BEAM. PAINT FINISH

MDH

THERESA S. ROBERTS 466 - A

CCHO

RED ARCH E T

CT ITE

DRAWN BY:

TOP OF SLAB SECOND FLOOR 10' - 8"

P.T. WOOD BEAM. PAINT FINISH

11.29.07

REGIS

WOOD RAILING

SEAL:

DATE:

PLASTER FINISH. VERIFY COLOR WITH ARCHITECT

RG IN ISLA

PROJECT: PLASTER FINISH. VERIFY COLOR WITH ARCHITECT

PRECAST WALL CAP

WOOD RAILING

TOP OF SLAB FIRST FLOOR 0' - 0"

TYP.

PARCELS 126, 272, 488D, 488E, 488F ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER ST JOHN, US VIRGIN ISLANDS PROJECT ID: 050-07-1 OWNER:

STONE VENEER (TYP.)

POND BAY

GRADE -3' - 0"

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC 5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

10 A4.12

BUILDING NAME:

SPA VILLA BLDG. A&E

PUMP PUMPROOM ROOMSLAB. SLAB -8' - 0"

WEST ELEVATION VILLA E 1/4" = 1'-0"

SHEET TITLE:

EXTERIOR ELEVATIONS VILLA E

SHEET NUMBER:

A3.03

NOTES 1. EXTERIOR FINISH COLORS TO MATCH MARTIN SENOUR PAINT #305-5

2 A3.11

6 CORRUGATED METAL ROOF

6 ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT

12 6

ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT 12

2X12 WOOD FASCIA. PAINT FINISH 2

TOP OF WALL 20' - 8"

TRIM. PLASTER FINISH OVER HIGH DENSITY FOAM. SEE SPECIFICATIONS

2X12 WOOD FASCIA. PAINT FINISH TRIM. PLASTER FINISH OVER HIGH DENSITY FOAM. SEE SPECIFICATIONS

TRIM. PLASTER FINISH OVER HIGH DENSITY FOAM. SEE SPECIFICATIONS

3'-0"

3'-8"

WOOD RAILING

PLASTER FINISH. VERIFY COLOR WITH ARCHITECT

TOP OF SLAB SECOND FLOOR 10' - 8" PLASTER FINISH. VERIFY COLOR WITH ARCHITECT

3 A2.02

P.T. WOOD COLUMN. PAINT FINISH

STONE VENEER (TYP.)

WOOD RAILING

TOP OF SLAB FIRST FLOOR 0' - 0" GRADE -3' - 0"

PUMP ROOM SLAB -8' - 0"

1 5 4

SPRINGLINE ARCHITECTS, L.L.C. 6100 RED HOOK QUARTERS, SUITE E2-1 ST. THOMAS, VI 00802 Tel. (340) 777-2345 www.springlinearchitects.com

CONSULTANT:

DATE:

SEAL:

11.29.07

CCHO REVIEWED BY:

PROJECT MGR:

. U. S

JNS

MDH

THERESA S. ROBERTS 466 - A

CT ITE

DRAWN BY:

RED ARCH E T

1/4" = 1'-0"

NORTH ELEVATION VILLA E

REGIS

SLAB ON GRADE. SEE STRUCTURAL DRAWINGS

RG IN ISLA

PROJECT:

POND BAY PARCELS 126, 272, 488D, 488E, 488F ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER ST JOHN, US VIRGIN ISLANDS PROJECT ID: 050-07-1 OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC 5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830 BUILDING NAME:

SPA VILLA BLDG. A&E SHEET TITLE:

EXTERIOR ELEVATIONS VILLA E SHEET NUMBER:

A3.04

10 A4.11

38'-0"

12 6

2 A4.01 2 A4.11

TOP OF WALL 20' - 8"

7 A4.12

1.5

TOP OF WALL 20' - 8"

1 A4.11

8 A4.12 5

7 A4.12

TOP OF SLAB SECOND FLOOR 10' - 8"

7 A4.11 STONE VENEER (TYP.)

STONE VENEER (TYP.)

CONCRETE FOUNDATION. SEE STRUCTURAL DRAWINGS

3 A4.11

TOP OF SLAB FIRST FLOOR 0' - 0"

3 A4.11

1/4" = 1'-0"

A3.11

12.04.08 CONSTRUCTION DOCUMENTS

09.17.08 VE CONSTRUCTION DOCUMENTS

SPRINGLINE ARCHITECTS, L.L.C. 12 6

6100 RED HOOK QUARTERS, SUITE E2-1 ST. THOMAS, VI 00802 Tel. (340) 777-2345 www.springlinearchitects.com

12 6

CONSULTANT: 1 A4.01

8 A4.11

ROOF FRAMING. SEE STRUCTURAL DRAWINGS

TOP OF WALL 20' - 8" SEE INTERIOR DESIGN DRAWINGS FOR CEILING FINISHES, HEIGHTS AND DETAILS

DATE:

SEAL:

11.29.07

CCHO REVIEWED BY:

PROJECT MGR:

TOP OF SLAB SECOND FLOOR 10' - 8"

. U. S

JNS

MDH

THERESA S. ROBERTS 466 - A

CT ITE

DRAWN BY:

RED ARCH E T

1/4" = 1'-0"

SECTION

GRADE -3' - 0"

REGIS

1.5

12 5 A4.11

RG IN ISLA

PROJECT:

POND BAY DECK SHOWN FOR VILLA "E" ONLY SEE SHEET A2.02 FOR REFERENCE

PARCELS 126, 272, 488D, 488E, 488F ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER ST JOHN, US VIRGIN ISLANDS

5 7 A4.11

PROJECT ID: 050-07-1 PRECAST WALL CAP

6 A4.12

STONE VENEER (TYP.)

TOP OF SLAB FIRST FLOOR 0' - 0"

OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC 5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830 BUILDING NAME:

SPA VILLA BLDG. A&E GRADE -3' - 0"

SHEET TITLE:

BUILDING SECTIONS

SECTION 1/4" = 1'-0"

SHEET NUMBER:

A3.11

CORRUGATED METAL ROOF

CORRUGATED METAL ROOF WOOD TRUSSES. SEE STRUCTURAL DRAWINGS 5 A4.12 2X6 WOOD FASCIA. PAINT FINISH

TOP OF PLATE 20' - 11" 7 A4.12

TOP OF WALL 20' - 8"

8 A4.11

4 A5.02

6 A4.12 DECORATIVE TRIM ON PLASTER FINISH. SEE ELEVATIONS

CMU WALL. SEE STRUCTURAL DRAWINGS

7 A4.12

TOP OF SLAB SECOND FLOOR 10' - 8"

12.04.08 CONSTRUCTION DOCUMENTS

09.17.08 VE CONSTRUCTION DOCUMENTS

5 A5.02 5

2 A5.02

SPRINGLINE ARCHITECTS, L.L.C. 6100 RED HOOK QUARTERS, SUITE E2-1 ST. THOMAS, VI 00802 Tel. (340) 777-2345 www.springlinearchitects.com

CONSULTANT:

6 A4.12

SEAL:

REVIEWED BY:

PROJECT MGR:

. U. S

JNS

MDH 7 A4.12

P.T. WOOD BEAM. PAINT FINISH. SEE STRUCTURAL DRAWINGS

THERESA S. ROBERTS 466 - A

CCHO FINISH FLOOR - REFER TO ID DRAWINGS

RED ARCH E T

CT ITE

DRAWN BY:

REGIS

11.29.07

DATE:

RG IN ISLA

PROJECT:

TOP OF SLAB FIRST FLOOR 0' - 0"

POND BAY PARCELS 126, 272, 488D, 488E, 488F ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER ST JOHN, US VIRGIN ISLANDS PROJECT ID: 050-07-1 OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC 6 MIL POLY VAPOR BARRIER

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830 BUILDING NAME:

CONCRETE FOUNDATION. SEE STRUCTURAL DRAWINGS

SPA VILLA BLDG. A&E

LIQUID APPLIED WATERPROOFING MEMBRANE. SEE SPECIFICATIONS

SHEET TITLE:

GRADE -3' - 0"

GRADE VARIES. TO SLOPE AWAY FROM BUILDING

WALL SECTIONS SHEET NUMBER:

WALL SECTION AT PORCH 1" = 1'-0"

WALL SECTION 1" = 1'-0"

A4.01

1'-11 3/8" RIDGE CAP INSTALL PER MFR'S RECOMMENDATIONS

TRUSS TOE-TO-HEEL

SEE TYPICAL ROOF CONSTRUCTION DETAIL (VALLEY) FLASHING

ICE & WATER SHIELD ON PT PLY, SEE STRUCTURAL DWGS WOOD TRUSS (SEE STRUCTURAL DWGS)

T.O. PLATE 22'-3"

1 1/2" = 1'-0"

12" FLASHING WITH VALLEY RIDGE, FINISH TO MATCH ROOF

T.O. PLATE 20'-11"

PT PLY ON WOOD TRUSS, SEE STRUCTURAL DWGS ICE & WATER SHIELD W/ 18" OVERLAP, BOTH SIDES

TRUSS VALLEY 1 1/2" = 1'-0"

SOFFIT ON PT PLY, RETURN INTO ROOF DECK, FINISH FLUSH WITH FASCIA BEYOND

WALL / WINDOW OPENING BEYOND

WOOD TRUSS, SEE TYPICLAL EAVE DETAIL

CONTINUOUS FOAM CLOSURE STRIP (TYP.), CAULK AS REQ'D

FLASHING 1 x 4 FURRING

CORRUGATED METAL ROOF

ROOF TRUSS

DOWNSPOUT, GUTTER AND FASCIA BEYOND RETURN SOFFIT FLUSH WITH FASCIA

TRUSS RIDGE

1/2" x 6" WOOD FINISH CEILING HEEL OF TRUSS TO ALIGN W/ WALL FINISH, TYP

FIBERCEMENT TRIM FASTENED TO SOFFIT, CONTINUOUS MORTAR JOINT AT STONE

WOOD TRIM 7/8" HAT CHANNEL @ 24" O.C. ANCHORED TO CMU

GUTTER AND FACIA BEYOND

1/2" WALL BOARD - REFER TO GENERAL NOTES.

7 7/8"

8 1/8"

TO FASCIA

VENEER

EAVE @ DORMER 1 1/2" = 1'-0"

CORRUGATED METAL ROOF ICE & WATER SHIELD

TYPICAL EAVE (LOOKING AT DORMER) 1 1/2" = 1'-0"

PLYWOOD. SEE STRUCTURAL DWGS

CONTINUOUS FOAM CLOSURE STRIP (TYP.)

1 3/4"

1/4"

2x10 WOOD FASCIA, PAINT FINISH 8"

SEE STRUCTURAL

8" CONC LINTEL 7/8"

M.O. 18'-10"

SPRINGLINE ARCHITECTS, L.L.C. 6100 RED HOOK QUARTERS, SUITE E2-1 ST. THOMAS, VI 00802 Tel. (340) 777-2345 www.springlinearchitects.com

VERIFY LENGTH OF FLOOR PANEL WITH STRUCTURAL DWGS

W/ STRUCTURAL

1'-3 7/8"

5" VERIFY

8 1 3/4"

1 1/2" = 1'-0"

1/4"

TYPICAL EAVE

1" 1 3/4"

GWB ON 1x FURRING W/ CROWN MOULD

5' +/-

1'-10"

FIBERCEMENT TRIM, MORTAR JOINT @ STONE BEYOND

PRECAST WALL CAP

1"1"

BEAM PER STRUCTURAL

8" CMU

8" STONE

WALL BEYOND

VENEER

OPEN

ENTRY DOOR, SEE A5.02

ENTRY PORTAL

3/4"

1 1/2" = 1'-0"

138" M.O.

9 1/2"

CONCRETE ENTRY LINTEL, SEE STRUCTURAL FOR REINFORCING INFO

6" MULL BAR

T&G CLG ON 3/4" PT PLY ON WOOD FRAME

DATE:

SEAL:

11.29.07 DRAWN BY: CCHO

JNS

DUR-A-WALL ANCHOR. SEE STRUCTURAL DRAWINGS

PROJECT MGR: 6 +/-

CONTINUOUS CAULK JOINT

. U. S

REVIEWED BY:

MDH

TYPICAL SILL CAP, ALIGN HEADER

RED ARCH E T THERESA S. ROBERTS 466 - A

CT ITE

WINDOW ASS'Y ON 1x BUCK (CUT), SET FLUSH W/ CMU FACE TO CONCEAL EDGE, SEE SHOP DWGS

CONSULTANT:

MASONRY WALL. SEE STRUCTURAL DRAWINGS

09.17.08 VE CONSTRUCTION DOCUMENTS

FLASHING INTO 1/2" REGLET, CAULKED

12.04.08 CONSTRUCTION DOCUMENTS

PLASTER FINISH

1"1"

1/4"

FIBER CEMENT TRIM

TYP METAL ROOF ON BLGD PAPER ON 3/4" PT PLY ON WOOD FRAME

REGIS

RETURN CONC CAP W/ DRIP ABOVE FLASHING

ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT

4 7/8"

ROOF TRUSS

1'-8"

CONCRETE CAP, CONTINUE @ STONEWORK BEYOND, SEE ELEVATION

GUTTER FLASHING, PROVIDE FELT PAPER BETWEEN DISSIMILAR METALS

RG IN ISLA

PROJECT:

POND BAY 7/8"

STONE VENEER

4" WICKED STRING WEEP HOLES @ 4'-0" O.C., 6" ABOVE GRADE

MIN

1 1/2" THICK MARBLE BULLNOSE TREAD EDGE, RECESS CONC TO RECIEVE TILE IF REQ'D

FI_FOIL, HI-PERM CONT. AT EXT WALL

TYPICAL SILL CAP

PARCELS 126, 272, 488D, 488E, 488F ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER ST JOHN, US VIRGIN ISLANDS

M.O. 7'-6"

PROJECT ID: 050-07-1

FI_FOIL, HI-PERM, TYP

OWNER:

HEADER / SILL

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

EXTERIOR 3/4" TYP.

INTERIOR GRADE - SLOPE AWAY FROM BUILDING

TYP WALL BOARD ON STL STUD FRAME WALL

MARBLE TILE

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830 BUILDING NAME:

GRADE PER CIVIL

SPA VILLA BLDG. A&E

STEP DIMENSION PER CIVIL DRAWINGS

CONCRETE FOOTING. SEE STRUCTURAL DRAWINGS

STONE VENEER WALL 1 1/2" = 1'-0"

TYP WALL BD ON 7/8" HAT CHANNEL @24"OC ON CMU

SHEET TITLE:

JAMB

4 1/2"

CORRUGATED METAL ROOFING

INTERIOR

ARCHITECTURAL DETAILS

GWB W/ VB ON 7/8" HAT CHANNEL, RETURN W/ 3/4" RADIUS CORNER BEAD ON 1/2" CHANNEL INTO BUCK. VERIFY SILL DETAIL W/ INTERIOR DWGS

CMU AND MTL STUD WALL 1 1/2" = 1'-0"

ENTRY STAIR 1 1/2" = 1'-0"

SHEET NUMBER:

A4.11

HEAD, SILL, JAMB & MULL @ ENTRY WINDOW 3" = 1'-0"

WOOD COLUMN W/ 1/2" ROUTED CORNERS, TYPICAL 4 1/2" 5 GUTTER METAL ROOF

1x WOOD BASE W/ 45째 TOP, HOLD 1/4" FROM FINISH FLOOR

1/2" GWB

ICE & WATER SHIELD

FINISH FLOOR

1/4"

3/4 x 6" T&G DECKING

UNFACED FIBERGLASS SOUND ATTENUATION BLANKET

3x8 RAFTER EVENLY SPACED - MAX. 24" O.C.

COLUMN BASE 1 1/2" = 1'-0"

3 5/8" WIDE LT. GAUGE METAL STUDS @ 24" O.C.

BEAM PER STRUCTURAL PAINT FINISH, BOLTS TO BE COUNTER SUNK & FILLED BOTH SIDES

BASE BOARD. SEE INTERIOR DESIGN DRAWINGS CONTINUOUS ACOUSTIC SEALANT (TYP. AT PERIMETER)

5 FINISH FLOOR 8X8 COLUMN CMU WALL

CAULK JT AT FLASHING BEHIND FASCIA

BEYOND

CEILING PER ID FLASHING W/ FOAM CLOSURE, FINISH TO MATCH ROOF

TYPE

RO HEAD HT 18'-10"

TYP METAL ROOF 7" 5 7/8"

SEE TYP. RAILING DETAIL 5/4 x 4" T&G DECKING

FINISH PER ID CAULKED EXPANSION JOINT @ TILE FINISH

2x12 @ 16" O.C.

3x8 RAFTER EVENLY SPACED MAX. 24" O..C.

3/4"

1/2" GWB

1/2" CEMENT BOARD

BEAM PER STRUCTURAL PAINT FINISH

UNFACED FIBERGLASS SOUND ATTENUATION BLANKET

3/4" P.T. PLYWOOD

2x12 LEDGER 2x4 NAILER

PITCH 1/8" PER FOOT

6" WIDE LT. GAUGE METAL STUDS @ 24" O.C. BASE BOARD. SEE INTERIOR DESIGN DRAWINGS CONTINUOUS ACOUSTIC SEALANT (TYP. AT PERIMETER)

8x8 COLUMN W/ROUTED EDGES

FINISH FLOOR 5/4 x 4" T&G DECKING

SEE TYP. RAILING DETAIL

TYPE

2x12@ 16" O.C.

5 7/8"

5/4 x 4" PERIMETER BOARD

5/4 x 4" T&G DECKING ANCHOR BOLT, SEE STRUC

SPA ROOM BUMPOUT-SECTION

2x12 @16" O.C.

1 1/2" = 1'-0"

2x12 LEDGER BEAM PER STRUCTURAL PAINT FINISH

USE 1/2" CEMENT BOARD FOR ALL PARTITIONS WITH TILE FINISH. REFER TO INTERIOR DESIGN DRAWINGS. USE 1/2" GWB AT ALL OTHER PARTITIONS. ALL PARTITIONS TO HAVE UNFACED FIBERGLASS SOUND ATTENUATION BLANKET TO THE MAX THICKNESS.

3/4"

PROVIDE CONTINUOUS ACOUSTIC SEALANT AT PARTITION PERIMETER AND AROUND ALL CUTOUTS.

8"x8" COLUMN

2x4 NAILER 12" x 12" CONCRETE FOOTING - CHAMFER TO COLUMN @ TOP EDGE - SEE STRUCTURAL DWGS.

PARTITION TYPES 3" = 1'-0"

12.04.08 CONSTRUCTION DOCUMENTS

09.17.08 VE CONSTRUCTION DOCUMENTS

NOTES:

GRADE

SPRINGLINE ARCHITECTS, L.L.C. 6100 RED HOOK QUARTERS, SUITE E2-1 ST. THOMAS, VI 00802 Tel. (340) 777-2345 www.springlinearchitects.com

5/4 x 4" T&G DECKING

2x12@ 16" O.C. CONSULTANT:

PORCH ROOF @ COLUMNS

ANCHOR BOLT SEE STRUC

1 1/2" = 1'-0"

SPA ROOM BUMPOUT-PLAN VIEW

1 1/2" = 1'-0"

METAL JOIST HANGER 5 DATE:

1 1/2" = 1'-0"

5 FI_FOIL, HI-PERM

FINISH GRADE

REVIEWED BY: JNS PROJECT MGR:

7/8" HAT CHANNEL @ 24" O.C.

4 x 4 @ 4'-0" O.C.

RED ARCH E T

MDH

THERESA S. ROBERTS 466 - A

RG IN ISLA

<4" PROJECT:

MAX

MASONRY WALL W/ PLASTER FINISH. SEE SPECS AND STRUCTURAL DWGS

CCHO

. U. S

MAIN ROOF @ PORCH ROOF

DRAWN BY:

ROCK

2 x 4 TOP & BOTTOM RAIL

11.29.07

PLASTER FINISH

DOWNSPOUT

CT ITE

2 x 6 PER RAIL CAP W/ CHAMFERED TOP, ATTACH FROM BELOW

SEAL:

PICKETS EVENLY SPACED BETWEEN POSTS & COLUMNS

WOOD COLUMN W/ 1/2" ROUTED CORNERS, TYP

REGIS

1 1/2"

EXTERIOR

INTERIOR 1/2" GWB

PARCELS 126, 272, 488D, 488E, 488F ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER ST JOHN, US VIRGIN ISLANDS

3'-6"

2 x 2 PICKETS W/ ROUTED EDGES

POND BAY

PROJECT ID: 050-07-1

FLASHING, FINISH TO MATCH ROOF

CMU WALL. SEE STRUCTURAL DRAWINGS

CONT. FOAM CLOSURE CORRUGATED METAL ROOF

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

ICE & WATER SHIELD ON PT PLY. SEE STRUCTURAL DWGS

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

SEE DETAIL 10/4.12 FOR COLUMN BASE

BUILDING NAME:

T&G CEILING ON RAFTERS

# 1 STONE BASE CONNECTION (SEE STRUCTURAL)

WOOD RAFTER HUNG ON 3X LEGDER, SEE STRUCTURAL DWGS

SPA VILLA BLDG. A&E

18X18X18 PERFORATED COLLECTOR BOX

SHEET TITLE:

1/2" DIA. ROUTED EDGE (TYP.)

ROOF @ WALL CONNECTION1 1 1/2" = 1'-0"

OWNER:

2 7/8"

1/2" REGLET, CAULKED

ARCHITECTURAL DETAILS

TYPICAL RAILING1 1 1/2" = 1'-0"

SPLASH BLOCK DETAIL 1 1/2" = 1'-0"

SECTION THRU EXTERIOR WALL 3" = 1'-0"

SHEET NUMBER:

A4.12

DOOR # 001 002 101 102 103 104 105 106 107 112 115 119 120 122 125 126 128 202 204 205 206 207 209 210 214 215 216 217 219 220 221 222 223

3'-0"

6'-8"

HOLLOW METAL DOOR

TYPE

WIDTH

J J G B B B B B A C C D F C C C E E C C D D B B H E C E H C F E E

3' - 0" 3' - 0" 4' - 10" 6' - 2 1/2" 6' - 2 1/2" 6' - 2 1/2" 6' - 2 1/2" 6' - 2 1/2" 3' - 0" 2' - 6" 3' - 0" 3' - 0" 2' - 10" 2' - 6" 2' - 6" 3' - 0" 4' - 0" 4' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 6' - 2 1/2" 6' - 2 1/2" 11' - 10 3/4" 3' - 6" 3' - 0" 3' - 6" 11' - 10 3/4" 3' - 0" 2' - 10" 3' - 6" 3' - 6"

HEIGHT 6' - 8" 6' - 8" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0"

THICK. 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4"

DOOR SCHEDULE LOCATION

DESCRIPTION HOLLOW METAL HOLLOW METAL DOUBLE SLIDING INTERIOR DOUBLE GLASS EXTERIOR DOUBLE GLASS EXTERIOR DOUBLE GLASS EXTERIOR DOUBLE GLASS EXTERIOR DOUBLE GLASS EXTERIOR SHUTTER ENTRY DOOR SOLID CORE MDF INTERIOR SOLID CORE MDF INTERIOR FULL PANEL LOUVERED INTERIOR SLIDING INTERIOR SOLID CORE MDF INTERIOR SOLID CORE MDF INTERIOR SOLID CORE MDF INTERIOR DOUBLE FULL PANEL LOUVERED INTERIOR DOUBLE FULL PANEL LOUVERED INTERIOR SOLID CORE MDF INTERIOR SOLID CORE MDF INTERIOR FULL PANEL LOUVERED INTERIOR FULL PANEL LOUVERED INTERIOR DOUBLE GLASS EXTERIOR DOUBLE GLASS EXTERIOR DOUBLE SLIDING EXTERIOR WITH SIDE LIGHTS DOUBLE FULL PANEL LOUVERED INTERIOR SOLID CORE MDF INTERIOR DOUBLE FULL PANEL LOUVERED INTERIOR DOUBLE SLIDING EXTERIOR WITH SIDE LIGHTS SOLID CORE MDF INTERIOR SLIDING INTERIOR DOUBLE FULL PANEL LOUVERED INTERIOR DOUBLE FULL PANEL LOUVERED INTERIOR

MANUFACTURER

PUMP ROOM PUMP ROOM LIBRARY LIBRARY FAMILY ROOM FAMILY ROOM DINING ROOM BREAKFAST FOYER PWDR ROOM 1 LAUNDRY A/C BATH 1 BATH 1 CLOSET BEDROOM 1 LAUNDRY A/C SPA ROOM BEDROOM 2 WIC WIC BEDROOM 3 BEDROOM 2 TREATMENT ROOM BEDROOM 3 BEDROOM 3 BEDROOM 3 SPA ROOM SPA ROOM PWDR ROOM 2 TREATMENT ROOM TREATMENT ROOM

SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPEC'S SEE SPEC'S SEE SPEC'S SEE SPEC'S SEE SPEC'S SEE SPEC'S SEE SPEC'S SEE SPECS SEE SPECS SEE SPECS SEE SPECS

SEE SPECS SEE SPECS SEE SPECS SEE SPEC'S SEE SPECS SEE SPEC'S SEE SPECS SEE SPECS SEE SPEC'S SEE SPEC'S SEE SPEC'S

FRAME

HARDWARE SETS

MTL. MTL. WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD

9 9 5A 6 6 6 6 6 3 2 1 1 2 5B 1 2 4 4 2 2 1 1 6 6 7 4 2 4 7 2 5B 4 4

DETAILS

NOTES

8 / A5.02 8 / A5.02 7 / A5.02 3 / A5.02 3 / A5.02 3 / A5.02 3 / A5.02 3 / A5.02 1 / A5.02 6 / A5.02 6 / A5.02 6 / A5.02 7 / A5.02 6 / A5.02 6 / A5.02 6 / A5.02 6 / A5.02 6 / A5.02 6 / A5.02 6 / A5.02 6 / A5.02 6 / A5.02 2 / A5.02 2 / A5.02 SIM 2 /A5.02 6 / A5.02 6 / A5.02 6 / A5.02 2 / A5.02 6 / A5.02 7 / A5.02 6 / A5.02 6 / A5.02

BLDG 'E' ONLY - COORDINATE WITH ARCHITECT BLDG 'E' ONLY - COORDINATE WITH ARCHITECT SEE INTERIOR DESIGN DRAWINGS

SEE INTERIOR DESIGN DRAWINGS SEE INTERIOR DESIGN DRAWINGS LOUVERED PANEL SEE INTERIOR DESIGN DRAWINGS SEE INTERIOR DESIGN DRAWINGS SEE INTERIOR DESIGN DRAWINGS SEE INTERIOR DESIGN DRAWINGS SEE INTERIOR DESIGN DRAWINGS SEE INTERIOR DESIGN DRAWINGS SEE INTERIOR DESIGN DRAWINGS SEE INTERIOR DESIGN DRAWINGS SEE INTERIOR DESIGN DRAWINGS SEE INTERIOR DESIGN DRAWINGS

SEE INTERIOR DESIGN DRAWINGS SEE INTERIOR DESIGN DRAWINGS SEE INTERIOR DESIGN DRAWINGS SEE INTERIOR DESIGN DRAWINGS SEE INTERIOR DESIGN DRAWINGS SEE INTERIOR DESIGN DRAWINGS SEE INTERIOR DESIGN DRAWINGS

NOTE: 1. FROSTED GLASS

DOOR SCHEDULE

VERIFY ALL DIMENSIONS FROM DOOR MANUFACTURER.

CONCEALED TRACK ABOVE IN HEADER. SEE INTERIOR DESIGN DRAWINGS PROVIDE BLOCKING AS REQUIRED

11'-10 3/4" PROVIDE BLOCKING AS REQUIRED

FROSTED GLASS PANEL

LOUVERED PANEL

4'-0"

LOUVERED PANEL

6'-2 1/2"

WOOD PANEL 2'-0"

2'-0"

3'-0"

SEE SCHEDULE

3'-0"

8'-0"

7'-0" 6"

8'-0"

A DOOR ELEVATIONS 1/2" = 1'-0"

WINDOW SCHEDULE WINDOW #

DESCRIPTION

LOCATION

MANUFACTURER

HEAD

JAMB

SILL

101 102 103 105 106

B B A A C

2' - 0" 2' - 0" 3' - 4" 3' - 4" 3' - 0"

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

8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0"

DINING ROOM DINING ROOM BREAKFAST BEDROOM 1 BEDROOM 1

5 / A5.02 5 / A5.02 5 / A5.02 4 / A5.02 4 / A5.02

107 108 201 202 203 204 205 208 209 210 211 212

B A B B B B B E E B D F

2' - 0" 3' - 4" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 3' - 4" 3' - 4" 2' - 0" 2' - 0" 5' - 4"

5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 4' - 5" 4' - 5" 5' - 0" 4' - 5" 11' - 6"

8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 1" 8' - 1" 8' - 0" 8' - 1" 18' - 10"

BATH 1 LIBRARY BEDROOM 3 BEDROOM 3 TREATMENT ROOM BEDROOM 2 BEDROOM 2 BATH 3 BATH 2 TREATMENT ROOM BATH 2 STAIRS

4 / A5.02 4 / A5.02 4 / A5.02 4 / A5.02 4 / A5.02 4 / A5.02 4 / A5.02 4 / A5.02 4 / A5.02 4 / A5.02 4 / A5.02 4 / A5.02

NOTES IMPACT RESISTANT ASSEMBLY IMPACT RESISTANT ASSEMBLY IMPACT RESISTANT ASSEMBLY IMPACT RESISTANT ASSEMBLY IMPACT RESISTANT ASSEMBLY, EGRESS COMPLIANT IMPACT RESISTANT ASSEMBLY IMPACT RESISTANT ASSEMBLY IMPACT RESISTANT ASSEMBLY IMPACT RESISTANT ASSEMBLY IMPACT RESISTANT ASSEMBLY IMPACT RESISTANT ASSEMBLY IMPACT RESISTANT ASSEMBLY IMPACT RESISTANT ASSEMBLY IMPACT RESISTANT ASSEMBLY IMPACT RESISTANT ASSEMBLY IMPACT RESISTANT ASSEMBLY IMPACT RESISTANT ASSEMBLY, ALIGN HEAD HEIGHT WITH 2nd FLOOR WINDOWS

SPRINGLINE ARCHITECTS, L.L.C. 6100 RED HOOK QUARTERS, SUITE E2-1 ST. THOMAS, VI 00802 Tel. (340) 777-2345 www.springlinearchitects.com

CONSULTANT:

5'-4" NOTE: 1. 2. 3.

ALL WINDOWS TO HAVE SCREENS VERIFY ALL DIMENSIONS FROM WINDOW MANUFACTURER TOP OF WINDOW CASEMENT TO LINE UP WITH TOP OF DOOR LEAF. G.C. SHALL BE RESPOSIBLE FOR COORDINATING ROUGH OPENING DIMENSIONS WITH MANUFACTURER. OWNER TO CONFIRM COLOR & ALL ACCESORIES.

DATE:

WINDOW SCHEDULE

SEAL:

11.29.07 DRAWN BY: CCHO REVIEWED BY:

SET #7 HARDWARE SHALL BE AS SPECIFIED OR APPROVED EQUAL -EXTERIOR SLIDING GLASS DOORS: HARDWARE TO BE PROVIDED BY DOOR MANUFACTURER, SATIN NICKEL FINISH

JNS 3'-0"

2'-0"

SET #8 HARDWARE SHALL BE AS SPECIFIED OR APPROVED EQUAL -INTERIOR SLIDING DOORS ON CONCEALED TRACK -EMTEK- RECTANGULAR FLUSH PULLS IN SATIN NICKEL

2'-0"

PROJECT MGR:

3'-4"

MDH

5'-0"

3'-4"

RED ARCH E T THERESA S. ROBERTS 466 - A

RG IN ISLA

PROJECT:

POND BAY PARCELS 126, 272, 488D, 488E, 488F ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER ST JOHN, US VIRGIN ISLANDS 6"

SET #9 HARDWARE SHALL BE AS SPECIFIED OR APPROVED EQUAL - (3) BALL BEARING STAINLESS STEEL HINGES PER DOOR - KEYED PASSAGE LOCK: SCHLAGE AL70PD WITH NEPTUNE HANDLE AND 626 FINISH (SATIN CHROMIUM PLATED)

11'-6"

PROJECT ID: 050-07-1

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

5'-0"

4'-5"

OWNER:

8'-2"

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830 SEE WEST ELEV. FOR DIM.

BUILDING NAME:

SPA VILLA BLDG. A&E SHEET TITLE:

DOOR AND WINDOW SCHEDULE

3'-0"

3'-7 1/2"

SET #4 HARDWARE SHALL BE AS SPECIFIED OR APPROVED EQUAL -DUMMY LEVER SET: ASHLEY NORTON CARLISLE TB 6600 SERIES KNOBW/ STANDARD ROUND ROSETTE IN SATIN NICKEL FINISH -(3) HINGES PER DOOR TO MATCH- SATIN NICKEL FINISH -DOOR STOP: ASHLEY NORTON C131 IN SATIN NICKEL FINISH -ROLLER STRIKE AND LATCH: BALDWIN ROLLER LATCH 0432.150 IN SATIN NICKEL -DOOR SILENCER: IVES SR65

HEAD HEIGHT

. U. S

SET #3 HARDWARE SHALL BE AS SPECIFIED OR APPROVED EQUAL -MAGNETIC KEY ENTRY HARDWARE: SAFLOK L SERIES, INSYNC L SUITE LOCK WITH CONTINENTAL LEVER IN SATIN CHROME FINISH, 2 3/8" BACKSET -(3) HINGES PER DOOR TO MATCH SATIN NICKEL FINISH -DOOR STOP: ASHLEY NORTON C131 IN SATIN NICKEL FINISH -CLOSER: CORBIN RUSSWIN DC3200 CLOSER IN SILVER ALUMINUM FINISH (689) -PRIVACY BAR: ROCKWOOD DOOR GUARD NO. 604 IN SATIN NICKEL FINISH (BODY AND STRIKE) 800-458-2424

SET #6 HARDWARE SHALL BE AS SPECIFIED OR APPROVED EQUAL -PASSAGE/DUMMY FOR FRENCH DOORS: ASHLEY NORTON CARLISLE TB 6600 SERIES KNOB- W/ STANDARD ROUND ROSETTE SATIN NICKEL FINISH -DEADBOLT (PROVIDED BY DOOR MANUFACTURER) FOR FRENCH DOORS -(3) HINGES PER DOOR TO MATCH SATIN NICKEL FINISH -DOOR STOP: ASHLEY NORTON C131 IN SATIN NICKEL FINISH -DOOR SILENCER: IVES SR65

FRAME HEIGHT

09.17.08 VE CONSTRUCTION DOCUMENTS

CT ITE

SET #2 HARDWARE SHALL BE AS SPECIFIED OR APPROVED EQUAL -PRIVACY LEVER SET: ASHLEY NORTON CARLISLE TB 6600 SERIES KNOBW/ STANDARD ROUND ROSETTE, SATIN NICKEL FINISH -(3) HINGES PER DOOR TO MATCH- SATIN NICKEL FINISH -DOOR STOP: ASHLEY NORTON C131 IN SATIN NICKEL FINISH -DOOR SILENCER: IVES SR65

SET #5A (DOUBLE DOORS) AND #5B (SINGLE DOOR) HARDWARE SHALL BE AS SPECIFIED OR APPROVED EQUAL -BARN DOOR (SLIDING DOOR) HARDWARE: WILSON GLASS HARDWARE, YM-21 ROLLER, WITH DRILLED TRACK, SATIN NICKEL FINISH -EMTEK- RECTANGULAR FLUSH PULLS IN SATIN NICKEL

6'-0"

SET #1 HARDWARE SHALL BE AS SPECIFIED OR APPROVED EQUAL -PASSAGE LEVER SET: ASHLEY NORTON CARLISLE TB 6600 SERIES KNOBW/ STANDARD ROUND ROSETTE, SATIN NICKEL FINISH -(3) HINGES PER DOOR TO MATCH- SATIN NICKEL FINISH -DOOR STOP: ASHLEY NORTON C131 IN SATIN NICKEL FINISH -DOOR SILENCER: IVES SR65

TYPE

FRAME WIDTH

12.04.08 CONSTRUCTION DOCUMENTS

REGIS

8'-0"

SHUTTER DOOR

SHEET NUMBER:

HARDWARE SET DEFINITIONS

WINDOW ELEVATIONS 1/2" = 1'-0"

A5.01

PIGMENTED PLASTER FINISH. SEE SPECIFICATIONS WALL PER STRUCTURAL

DRIP EDGE ON EXTERIOR DOORS CAULK WITH BACKER ROD

METAL DOOR FRAME PER MANUFACTURER SPECIFICATIONS

1/2" GWB TYP STL STUD HEADER TYP

DOOR ANCHORING PER MANUFACTURER'S SPECIFICATIONS

ROLLING HANGER ASSEMBLY MOUNTED AT 8'-2" +/- A.F.F. (SEE MANUFACTURERS DETAILS)

METAL DOOR PER SCHEDULE

B.O. HEADER EL: 7'-10"

SOUND BATT INSULATION

7/8" HAT CHANNEL

1/2" GWB TYP

1/2" HIGH DENSITY FOAM W/FIBERMESH CAULK JOINT W/BACKER ROD 1x BUCK, CUT

3/4" DIAMETER CORNERS TYP

DOOR PER SCHEDULE

CAULK

STL STUD @ 16" O.C. (SEE WALL SCHEDULE FOR WALL THICKNESS) - PROVIDE DOUBLE STUD @ HEADER ONLY

1 7/8"

WALL BEYOND

1/2"

STONE BASE BOARD TO BE FLUSH WITH FINISHED DOOR THRESHOLD

1/2" RESILIENT CHANNEL

2x WD BLOCKING DOOR ANCHORING PER MANUFACTURER'S SPECIFICATIONS

SADDLE PER DOOR SCHEDULE

WD DOOR FRAME AND TRIM

CONTINUOS CAULKING 1"

1 3/4" CONCRETE CURB WITH WATER TIGHT SEAL PER STRUCTURAL

SEE SHEET A2.00

STONE THRESHOLD TO EXTEND ENTIRE FINISHED WALL THICKNESS AND TO BE FLUSH WITH FINISHED TILE FLOOR

3/4" STONE BASE BOARD STONE THRESHOLD TO MATCH WALL AND BASE BOARD WIDTH AT HANGING DOOR LOCATION, ALSO TO BE FLUSH WITH TILE FLOOR

WINDOW ANCHOR & INSTALLATION PER MANUFACTURERS N.O.A. TAPERED PLASTER SILL EXTENSION MASONRY WALL. SEE STRUCTURAL DRAWINGS

FLOOR GUIDE (SEE MANUFACTURERS DETAILS) PROVIDE 5/8" WIDE x 1/2" DEEP RABBET IN DOOR

CONCRETE SLAB PER STRUCTURAL

SEE TYPICAL DETAIL FOR PRECAST WALL CAP

FINISHED FLOOR TILE

STONE VENEER

NOTE: REFER TO ID DWGS FOR INTERIOR FINISH, TYP

EXTERIOR DOOR AT PUMP ROOM 3" = 1'-0"

ROLLING DOOR DETAILS

3" = 1'-0"

INTERIOR DOOR HEAD/JAMB DETAIL

3" = 1'-0"

WINDOW DETAILS @ ALT. SILL 3" = 1'-0"

5 5

12.04.08 CONSTRUCTION DOCUMENTS

09.17.08 VE CONSTRUCTION DOCUMENTS

7/8" HAT CHANNEL 1/2" CAULK

7/8" HAT CHANNEL 7/8" HAT CHANNEL CAULK

CAULK

1/2" HIGH DENSITY FOAM W/ FIBER MESH

CAULK

EXTERIOR FINISH

CONSULTANT:

EXTERIOR FINISH

1x BUCK, CUT 1/2" RESILIENT CHANNEL

ANCHOR FRAME TO WALL PER MANUFACTURER SPEC.

3/4" STONE SILL W/ EASED EDGE SET IN EPOXY BED (SEE ID SPECS FOR STONE)

WALL BEYOND ANCHOR FRAME TO WALL PER MANUFACTURER SPEC.

FACTORY APPLIED CASING TO MATCH DOOR MATERIAL & FINISH

DATE:

7 5/8" BLOCK WALL BEYOND

EXTERIOR

INTERIOR

EXTERIOR

11.29.07 DRAWN BY: CCHO REVIEWED BY: JNS CAULK JOINT

PROJECT MGR:

. U. S

WINDOW ANCHOR & INSTALLATION PER MANUFACTURERS N.O.A.

2 3/8"

SEAL:

MDH CAULK JOINT W/BACKER ROD

INTERIOR FINISHED FLOOR

7" SILL

1/2" HIGH DENSITY FOAM W/FIBER MESH

COUNTERSINK & PLUG DECK SCREWS

ANCHOR FRAME PER MANUFACTURERS SPEC.

ALIGN

7/8" HAT CHANNEL

ALIGN TILE JOINT TO ALIGN W/EDGE OF SLAB

2" 1"

(3/4") TILE ON MUD

ALIGN 1/8" : 12" SLOPE

WOOD JOIST ON LEDGER STUCCO FINISH

T.O. SLAB SHIM SPACE

DOOR ANCHORING PER MANUFACTURER'S SPECIFICATIONS ALUMINUM THRESHOLD EXTENSION BY MANUFACTURER

3/4"

1/8" : 12" SLOPE

TILE ON MUD

5/4" FINISH DECK

JAMB 2"

DOOR PER SCHEDULE (SEE NOTES ON A5.01)

ANCHOR FRAME TO WALL PER MFR SPEC.

EXTERIOR TILE AND GROUT OVER CONCRETE SLAB CONCRETE SLAB METAL FLASHING

RED ARCH E T THERESA S. ROBERTS 466 - A

CT ITE

CAULK

INTERIOR

TYP. WINDOW HEAD TRIM ELEV.

CAULK JOINT

CAULK JOINT W/BACKER ROD

6100 RED HOOK QUARTERS, SUITE E2-1 ST. THOMAS, VI 00802 Tel. (340) 777-2345 www.springlinearchitects.com

1x CASING TO MATCH DOOR FINISH PROVIDED BY GC

1/2" HIGH DENSITY FOAM W/FIBERMESH WHERE APPLICABLE, SEE ELEVATIONS

SPRINGLINE ARCHITECTS, L.L.C.

REGIS

1/2"

1/2" GWB ON FI_FOIL, HIPERM ON MTL FURRING W/ 3/4" DIAMETER CORNERS, TYP

1/2" GWB ON FI_FOIL, HI-PERM ON MTL FURRING W/ 3/4" DIAMETER CORNERS, TYP

RG IN ISLA

PROJECT:

POND BAY PARCELS 126, 272, 488D, 488E, 488F ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER ST JOHN, US VIRGIN ISLANDS PROJECT ID: 050-07-1 OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC 5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830 BUILDING NAME:

SPA VILLA BLDG. A&E SHEET TITLE:

DOOR / WINDOW DETAILS

WINDOW HEAD, SILL, & JAMB DETAIL 3" = 1'-0"

PORCH DOOR @ SLAB ON GRADE HEAD / SILL 3" = 1'-0"

PORCH DOOR @ WOOD DECK HEAD / SILL 3" = 1'-0"

ENTRY DOOR 3" = 1'-0"

SHEET NUMBER:

A5.02

5 PT 2X4

1/2" GYPSUM BOARD WITH PAINT FINISH

STEEL STUD @ 16" O.C.

1/2" CEMENT BOARD

MOSAIC TILE SHEET SEE ID SPEC

3'-6"

SEE 1/A5.03

1'-0"

SEE 1/A5.03

1/2" GYPSUM BOARD WITH PAINT FINISH

1 A5.03

1/2" FLOOR TILE CUT TO SIZE TO SUPPORT GLASS SHELVES- SEE ID SPEC

1 1/4"

TYP. 2" STONE SILL TO MATCH FLOOR TILE SEE ID SPEC

1'-5"

1 1/4"

1'-7 1/2"

GLASS SHELF

4'-7"

PLAN VIEW

1'-6" 1/2"

1/2"

STEEL STUD

5 1/2"

DRYWALL FINISH ON RETURN

1/4"

A.F.F.

1'-10"

1/2" GYPSUM BOARD WITH PAINT FINISH

6 1/4"

1/2" CEMENT BOARD

MOSAIC TILE SHEETSSEE ID SPEC 1/4"

1" = 1'-0"

1/4"

1/2" FLOOR TILE- CUT TO SIZE TO SUPPORT GLASS SHELVES

6 1/4"

12.04.08 CONSTRUCTION DOCUMENTS

09.17.08 VE CONSTRUCTION DOCUMENTS

6 1/4"

NICHE WALL ELEVATION

1/4" GLASS SHELVES WITH BEVEL

MOSAIC TILE ON BACK OF NICHE- SEE ID SPEC

6100 RED HOOK QUARTERS, SUITE E2-1 ST. THOMAS, VI 00802 Tel. (340) 777-2345 www.springlinearchitects.com

1/4"

1/4" GLASS SHELVES WITH BEVEL EDGE

SPRINGLINE ARCHITECTS, L.L.C. 6 1/4"

4'-7"

1/4"

PT 2X4

CONSULTANT:

1/4"

6 1/4"

TILE DETAIL- 1/2" THICK, CUT TO SIZE TO SUPPORT GLASS SHELVES

SEAL:

1/4"

REVIEWED BY: JNS

2" STONE SILL TO MATCH FLOOR TILE SEE ID SPEC

PROJECT MGR:

8 1/4"

RG IN ISLA

POND BAY PARCELS 126, 272, 488D, 488E, 488F ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER ST JOHN, US VIRGIN ISLANDS

SOUND BATT INSULATION 1/2" CEMENT BOARD STONE BASE BOARD TO BE FLUSH WITH FINISHED DOOR THRESHOLD

3/4" PLYWOOD BLOCKING

THERESA S. ROBERTS 466 - A

PROJECT:

SPA ROOM SIDE

STL STUD @ 16" O.C. (SEE WALL SCHEDULE FOR WALL THICKNESS) - PROVIDE DOUBLE STUD @ HEADER ONLY

MDH

PROJECT ID: 050-07-1

BEDROOM #2 SIDE

. U. S

STONE SILL- 2" STONE SLAB TO MATCH FLOOR TILE SEE ID SPEC

CCHO

RED ARCH E T

CT ITE

DRAWN BY:

REGIS

11.29.07

6 1/4"

DATE:

OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

STEEL STUD

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

1/2" GYPSUM BOARD WITH PAINT FINISH

BUILDING NAME:

SPA VILLA BLDG. A&E

1/2" GWB TYP SHEET TITLE:

NICHE DETAILS

WALL SECTION KINESIS WALL DETAIL 3" = 1'-0"

ELEVATION

SHEET NUMBER:

NICHE DETAILS 3" = 1'-0"

A5.03

SOLID TOP W/EASED EDGES GROUT BED 0' - 4" CONCRETE CURB

0' - 3"

FLOOR TILE SEE ID SPEC

SHOWER CURB 3" = 1'-0"

AQUABRASS SHOWER CONTROLS- SEE HDG ID SPEC

CAN LIGHT CENTERED IN SHOWER - SEE HDG ID SPEC

1'-7 1/8"

1'-0"

SAUNA (EQUIPM. & DOOR SUPPLIED BY OWNER INSTALLED BY CONTRACTOR)

SHIMMER SCREEN BALL CHAIN CURTAIN IN STAINLESS STEELSINGLE TRACK

3 5/8" STEEL STUD WALL WITH 1/2" GYP BOARD AND MOSAIC TILE SHEETSEE HDG ID SPEC

12.04.08 CONSTRUCTION DOCUMENTS

09.17.08 VE CONSTRUCTION DOCUMENTS

MOSAIC TILE SHEET ON CEILING- SEE HDG ID SPEC

2'-8 3/4"

ROUGH DOOR OPENING

CEILING LINE @ 9'-0"

2'-6"

2'-7 1/8"

SPACING AS NEEDED FOR LIGHT FIXTURE

1'-9"

BOTTOM OF CONTROLS 3'-6" AFF

11" 11"

SPRINGLINE ARCHITECTS, L.L.C. 6100 RED HOOK QUARTERS, SUITE E2-1 ST. THOMAS, VI 00802 Tel. (340) 777-2345 www.springlinearchitects.com

SHOWER HEAD CONNECTION TO WALL 8" AQUABRASS RAINSHOWER HEAD SEE HDG ID SPEC MOUNT ARM @ 7'-6" AFF

2'-3 7/8"

INSULATION PER SPEC

TONGUE AND GROOVE PANELING - SEE SAUNA MANUFACTURER'S SPEC

TONGUE AND GROOVE PANELING INSIDE SAUNASEE MANUFACTURER'S SPEC

" R 2' - 6

1/2" GYPSUM BOARD WITH PAINT FINISH

CONSULTANT:

3 5/8" STEEL STUD SPACED AS REQUIRED MAX 16" O.C. VAPOR BARRIER FOIL- SEE SAUNA MANUFACTURER'S SPEC RAIN SHOWER HEADSEE HDG ID SPEC

CCHO REVIEWED BY:

SHOWER CURB WITH MOSAIC TILE FINISH- SEE HDG SPEC

PROJECT MGR:

2'-10 3/4"

1/2" CEMENT BOARD

SHOWER CURB- SEE DETAIL

MDH

AQUABRASS SHOWER CONTROLS- SEE HDG ID SPEC

RG IN ISLA

PROJECT:

MOSAIC TILE SHEETSEE HDG ID SPEC

SHOWER DRAIN MOSAIC TILE SHEETSEE HDG ID SPEC

. U. S

JNS

1/2" CEMENT BOARD

THERESA S. ROBERTS 466 - A

CT ITE

DRAWN BY:

HAND SHOWERSEE HDG ID SPEC

RED ARCH E T

11.29.07 1/2" CEMENT BOARD

3 5/8" STEEL STUD

SEAL:

DATE: MOSAIC TILE FLOORSEE HDG ID SPEC

REGIS

FOIL VAPOR BARRIERSEE SAUNA MANUFACTURER'S SPEC

POND BAY PARCELS 126, 272, 488D, 488E, 488F ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER ST JOHN, US VIRGIN ISLANDS

6" SHOWER DRAIN

ELASTOMERIC MATT

PROJECT ID: 050-07-1 OWNER:

FLOOR TILESEE HDG ID SPEC 6" MAX

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC 7 3/4"

5 3/8"

2'-7 1/2"

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

2'-2 1/4"

BUILDING NAME:

SPA VILLA BLDG. A&E WALL SECTION

ENLARGED PLAN VIEW

SHEET TITLE:

SHOWER DETAILS 1 1/2" = 1'-0"

SPA TREATMENT ROOM SHOWER DETAILS SHEET NUMBER:

A5.04

2" TOP COAT STOP SHORT OF STAIR OPENING FOR TREAD

0' - 7 1/2"

0' - 4 1/2"

TILE FINISH FLOOR

FULL WIDTH TREAD @ 2nd FLOOR LANDING

STEEL ANGLE BELOW TREAD

HAND RAIL ABOVE 2 A7.01

CLG FINISH REFER TO ID DWGS

A STRINGER AT BEAM 3" = 1'-0"

2" NON-SKID STRIP, SANDBLASTED

1" 3" X 12" STONE OR CONCRETE TREAD

SEMI-CONCEALED ANCHOR BOLT

MOUNTING FLANGE WELDED TO STRINGER, FLUSH W/ T.O.S.

STRINGER AT BASE 3" = 1'-0"

PARTIAL STAIR PLAN 2ND FL LANDING

1 1/2" x 2 1/2" MAHOGANY HANDRAIL FASTENED FROM BELOW

STAIR PLAN 5

12.04.08 CONSTRUCTION DOCUMENTS

09.17.08 VE CONSTRUCTION DOCUMENTS

4 A7.01

FINISHED 2ND FL 10'-8"

SPRINGLINE ARCHITECTS, L.L.C.

3/8" THK STEEL BALLUSTER, FINISH TO MATCH STRINGERS WINDOW, SEE 4/A4.12

6100 RED HOOK QUARTERS, SUITE E2-1 ST. THOMAS, VI 00802 Tel. (340) 777-2345 www.springlinearchitects.com

SEAL:

DRAWN BY: CCHO REVIEWED BY: JNS PROJECT MGR:

. U. S

BENT FLAT STOCK OR WELDED FLANGE SURFACE MOUNTED TO TREAD

RED ARCH E T

MDH

THERESA S. ROBERTS 466 - A

CT ITE

LANDING 5'-11 1/8"

REGIS

11.29.07

DATE:

MAHOGANY HAND RAIL ON STEEL BALLUSTRADE (FINISH TO MATCH STRINGERS)

MIN

CONSULTANT:

1' - 6"

CABLE RAIL THRU WELDED EYELETS

RG IN ISLA

PROJECT:

TREAD ON STEEL T WELDED TO STEEL STRINGER

3" THICK STONE OR CONC TREAD

POND BAY PARCELS 126, 272, 488D, 488E, 488F ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER ST JOHN, US VIRGIN ISLANDS

T-BRACKET STAIR SUPPORT WELDED TO STRINGER

PROJECT ID: 050-07-1 4x6 HSS STEEL TUBE STRINGER, POWDER COAT WHITE W/ CLEAR COAT FINISH

NOTE: SHOP DRAWINGS TO BE SUBMITTAED TO ARCH'T FOR APPROVAL

OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC 5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830 BUILDING NAME: 3 A7.01

SPA VILLA BLDG. A&E SHEET TITLE:

STAIR PLANS

SECTION B - B

SECTION A - A

FINISHED 1ST FL 0'-0"

HAND RAIL 3" = 1'-0"

SHEET NUMBER:

STAIR PLAN / SECTIONS 1" = 1'-0"

A7.01