typical 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 STAIN STEEL PAINTED

LIST OF ABBREVIATIONS

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. 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. 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.

CLUB HOUSE & HILLSIDE VILLA BUILDINGS F,G,H,J,K,L,M,N,P,R&ADA REVISION #9

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. 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. 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. 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. 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.

PARCELS 126,272,488D,488E,488F - ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER - ST JOHN, US VIRGIN ISLANDS 8

PROJECT NAME SHEET # A0.00

TITLE COVER

# 9

CLUBHOUSE & HILLSIDE VILLA

ZONING = W-1 (CLUB HOUSE & HILLSIDE VILLA) THE FOLLOWING INFORMATION IS TAKEN FROM THE APPROVED CZM PERMIT CZJ-1-07(L) PARCELS

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

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

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

DRAWING TITLE

SCALE

OCCUPANCY PERMITTED: 40% OF 14.32 ACRES = 5.73 ACRES ACTUAL: 8% OF 14.32 ACRES =1.18 ACRES LOT AREA MINIMUM: ACTUAL:

NORTH ROOM NAME KEY

SECTION CUT KEY

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

SIM

Room name 101

A101

FRONT SETBACK PERMITTED: ACTUAL:

A3.02

25 FEET 830 FEET

SIDE SETBACK PERMITTED: ACTUAL:

DOOR KEY

DETAIL KEY

VICINITY MAP

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

WALL TYPE KEY

ELEVATION KEY

10,000 SQ.FT. 14.32 ACRES

SIM

REAR SETBACK PERMITTED: ACTUAL:

A101

HEIGHT PERMITTED: ACTUAL-MAXIMUM:

WINDOW KEY

COLUMN LINE GRID KEY

10 FEET 10 FEET 20 FEET 60 FEET 3 STORIES 2 STORIES

SITE

0 W

X CHANGE CLOUD AND REV. TAG

SPOT ELEVATION

FIRST FLOOR PLAN - BLDG. F, H, N & R SECOND FLOOR PLAN - BLDG. F, H, N & R FIRST FLOOR PLAN - BLDG. J, L, M, P & ADA UNITS ADA FIRST FLOOR PLAN - BLDG. J, L, M, P & ADA UNITS SECOND FLOOR PLAN - BLDG. J, L, M, P & ADA UNITS FIRST FLOOR PLAN - BLDG. G SECOND FLOOR PLAN - BLDG. G FIRST FLOOR PLAN - BLDG. K SECOND FLOOR PLAN - BLDG. K ROOF PLAN - BLDG. F, H, N & R ROOF PLAN - BLDG. J, L, M, P & ADA UNITS ROOF PLAN - BLDG. G ROOF PLAN - BLDG. K EXTERIOR ELEVATIONS - BLDG. F, H, N & R EXTERIOR ELEVATIONS - BLDG. F, H, N & R EXTERIOR ELEVATIONS - BLDG. J,L,M,P & ADA UNITS EXTERIOR ELEVATIONS - BLDG. J,L,M,P & ADA UNITS EXTERIOR ELEVATIONS - BLDG. G EXTERIOR ELEVATIONS - BLDG. G EXTERIOR ELEVATIONS - BLDG. K EXTERIOR ELEVATIONS - BLDG. K BUILDING SECTIONS - BLDG. F, H, N & R BUILDING SECTIONS - BLDG. F, H, N & R BUILDING SECTIONS - BLDG. J, L, M, P & ADA UNITS BUILDING SECTIONS - BLDG. G BUILDING SECTIONS - BLDG. K WALL SECTIONS -BLDG. F, H, N & R WALL SECTIONS -BLDG. F, H, N & R WALL SECTIONS -BLDG. F, H, N & R WALL SECTIONS -BLDG. J, L, M, P & ADA UNITS WALL SECTIONS -BLDG. J, L, M, P & ADA UNITS WALL SECTIONS -BLDG. J, L, M, P & ADA UNITS ARCHITECTURAL DETAILS ARCHITECTURAL DETAILS ARCHITECTURAL DETAILS - STANDARD DESIGN ARCHITECTURAL DETAILS - SHIPWRIGHT DESIGN - NOT USED ARCHITECTURAL DETAILS - TRADITIONAL DESIGN ARCHITECTURAL DETAILS - TRUSS DESIGN ENLARGED STAIR PLAN / SECTION

DATE 03.06.09 02.27.09 02.27.09 11.18.08 11.18.08 11.18.08 02.27.09 02.27.09 02.27.09 02.27.09 02.27.09 11.18.08 02.27.09 02.27.09 02.27.09 02.27.09 02.27.09 02.27.09 02.27.09 02.27.09 02.27.09 02.27.09 02.27.09 02.27.09 02.27.09 02.27.09 02.27.09 02.27.09 02.27.09 02.27.09 11.18.08 11.18.08 11.18.08 03.06.09 02.27.09 11.18.08 11.18.08 11.18.08 11.18.08 11.18.08

STRUCTURAL BENCH MARK

ELEVATION CHANGE SYMBOL

LOCATION MAPS OWNER:

CLUB HOUSE & HILL SIDE VILLA: (TYP FOR 32 UNITS) FLOOR AREA: INTERIOR: EXTERIOR: TOTAL:

Name Elevation

1,096 182 1,278 SF

CLG HEIGHT KEY

FIRST AMERICAN DEVELOPMENT TRAVIS DESIGN ASSOCIATION 200 CAUGHMAN FARM LANE GROUP / CARIB, LLC, USVI LLC LEXINGTON, SC 29072 5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830 TEL: (803) 358.0265 FAX: (803) 358.0266 TEL: (340) 776.7551 FAX: (340) 776.7552

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

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:

W.W.T. & 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

STORIES: 2 STORY EXTERIOR WALLS: CMU 1'-0" A.F.F.

ROOF: WOOD TRUSSES AND ALUMINUM ROOFING

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

ROOF AREA: N/A

NOTE KEY

ROOMS : BEDROOMS: 3 BATHROOMS: 4 OTHERS: 8 TOTAL WITH ELECTRICAL: 15 PLUMBING: KITCHEN SINK: 1 LAVATORIES: 5 TOILETS: 4 BATHTUBS: 1 SHOWERS: 3 DISHWASHER: 1 CLOTHES WASHER: 1

INTERIOR ELEVATION MARK

ROOF SLOPE/PITCH MARK

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

6 : 12 SLOPE 12 PITCH

PROJECT DATA

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

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

TEL: (340) 775.7607

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

LEGEND OF SYMBOLS

MARINE BIOLOGIST:

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

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

PROJECT DIRECTORY

S501 BUILDING K S001 S101 S102 S201 S202 S301 S401

FRAMING SECTIONS STRUCTURAL NOTES FOUNDATION PLAN FIRST FLOOR PLAN SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN FOUNDATION SECTIONS CMU DETAILS

S501

FRAMING SECTIONS

11.18.08 11.18.08 11.18.08 11.18.08 11.18.08 11.18.08 11.18.08 11.18.08 11.18.08

SHEET #

TITLE

MECHANICAL BUILDING F, G, H, N & R M-1 MECHANICAL SPECIFICATIONS AND LEGEND M-2 MECHANICAL FIRST FLOOR PLAN M-3 MECHANICAL SECOND FLOOR PLAN M-4 MECHANICAL SCHEDULES AND DETAILS BUILDING J, L, M, & P M-1 MECHANICAL SPECIFICATIONS AND LEGEND M-2 MECHANICAL FIRST FLOOR PLAN M-3 MECHANICAL SECOND FLOOR PLAN M-4 MECHANICAL ADA FIRST FLOOR PLAN M-5 MECHANICAL SCHEDULES AND DETAILS BUILDING K 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 BUILDING F, G, H, N & R E-1 ELECTRICAL SPECIFICATIONS AND LEGEND PLAN E-2 ELECTRICAL FIRST FLOOR PLAN E-3 ELECTRICAL SECOND FLOOR PLAN E-4 ELECTRICAL POWER RISER PLAN BUILDING J, L, M, & P E-1 ELECTRICAL SPECIFICATIONS AND LEGEND PLAN E-2 ELECTRICAL FIRST FLOOR PLAN E-3 ELECTRICAL SECOND FLOOR PLAN E-4 ELECTRICAL ADA FIRST FLOOR PLAN E-5 ELECTRICAL POWER RISER PLAN BUILDING K E-1 ELECTRICAL SPECIFICATIONS AND LEGEND PLAN E-2 ELECTRICAL FIRST FLOOR PLAN E-3 ELECTRICAL SECOND FLOOR PLAN E-4 ELECTRICAL POWER RISER PLAN

DATE

09.12.08 09.12.08 09.12.08 03.06.09

09.12.08 09.12.08 09.12.08 03.06.09 03.06.09

09.12.08 09.12.08 09.12.08 03.06.09

9 9 9 9

9 9 9 9 9

9 9 9 9

PLUMBING BUILDING F, G, H, N & R P-1 PLUMBING SPECIFICATIONS AND LEGEND P-2 PLUMBING FOUNDATION FLOOR PLAN P-3 PLUMBING FIRST FLOOR PLAN P-4 PLUMBING SECOND FLOOR PLAN P-5 PLUMBING DETAILS BUILDING J, L, M, & P P-1 PLUMBING SPECIFICATIONS AND LEGEND P-2 PLUMBING FOUNDATION FLOOR PLAN P-3 PLUMBING FIRST FLOOR PLAN P-4 PLUMBING SECOND FLOOR PLAN P-5 PLUMBING ADA FIRST FLOOR PLAN P-6 PLUMBING DETAILS BUILDING K P-1 PLUMBING SPECIFICATIONS AND LEGEND P-2 PLUMBING FOUNDATION FLOOR PLAN P-3 PLUMBING FIRST FLOOR PLAN P-4 PLUMBING SECOND FLOOR PLAN P-5 PLUMBING DETAILS FIRE PROTECTION BUILDING F, G, H, N & R FP-1 FIRE PROTECTION SPECIFICATIONS AND DETAILS FP-2 FIRE PROTECTION FIRST FLOOR PLAN FP-3 FIRE PROTECTION SECOND FLOOR PLAN BUILDING J, L, M, & P FP-1 FIRE PROTECTION SPECIFICATIONS AND DETAILS FP-2 FIRE PROTECTION FIRST FLOOR PLAN FP-3 FIRE PROTECTION SECOND FLOOR PLAN FP-4 FIRE PROTECTION ADA FIRST FLOOR PLAN BUILDING K FP-1 FIRE PROTECTION SPECIFICATIONS AND DETAILS FP-2 FIRE PROTECTION FIRST FLOOR PLAN FP-3 FIRE PROTECTION SECOND FLOOR PLAN

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

9 8 7 6

03.06.09 02.27.09 11.18.08 09.18.08 09.04.08

OWNER REQUESTED CHANGE ELEVATION CHANGES ALTERNATE ELEVATIONS VE CONSTRUCTION DOCUMENTS

BASE SHEET

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS 08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

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

CONSULTANT:

SEAL:

DRAWN BY: LMO REVIEWED BY:

09.12.08 09.12.08 09.12.08 09.12.08 09.12.08

09.12.08 09.12.08 09.12.08

MDH PROJECT MGR:

. U. S

ELEVATION MARK

STRUCTURAL ENGINEER:

11.18.08 11.18.08 11.18.08 11.18.08 11.18.08 11.18.08 11.18.08 11.18.08 11.18.08 11.18.08 11.18.08 11.18.08

GENERAL NOTES

RED ARCH E T

JNS

THERESA S. ROBERTS 466 - A

CT ITE

ZONING REQUIREMENTS

BUILDING F, G, H, N & R S001 STRUCTURAL NOTES S101 FOUNDATION PLAN BUILDING G, H, N, & R S101-F FOUNDATION PLAN BUILDING F S102-F FIRST FLOOR PLAN BUILDING F S102-G-N FIRST FLOOR PLAN BUILDING G & N S102-H-R FIRST FLOOR PLAN BUILDING H & R S201 SECOND FLOOR FRAMING PLAN BUILDING F, H & R S201G-N SECOND FLOOR FRAMING PLAN BUILDING G & N S202 ROOF FRAMING PLAN S301 FOUNDATION SECTIONS S401 CMU DETAILS S501 FRAMING SECTIONS BUILDING J, L, M, & P S001 STRUCTURAL NOTES S101 FOUNDATION PLAN S102 FIRST FLOOR PLAN S201 SECOND FLOOR FRAMING PLAN S202 ROOF FRAMING PLAN S301 FOUNDATION SECTIONS S401 CMU DETAILS

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

ARCHITECTURAL A2.01 A2.02 A2.03 A2.03-ADA A2.04 A2.05 A2.06 A2.07 A2.08 A2.09 A2.10 A2.11 A2.12 A3.01 A3.02 A3.03 A3.04 A3.05 A3.06 A3.07 A3.08 A3.11 A3.12 A3.13 A3.14 A3.15 A4.01 A4.02 A4.03 A4.04 A4.05 A4.06 A4.11 A4.12 A4.13 A4.14 A4.15 A4.16 A4.17 A7.01

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. S.S. PTD

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.

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:

09.12.08 09.12.08 09.12.08 09.12.08

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

09.12.08 09.12.08 09.12.08

CLUB HOUSE & HILL SIDE VILLA BLDG. F, G, H, J, K, L, M, N, P, R & ADA UNITS SHEET TITLE:

COVER

11.18.08 11.18.08 11.18.08 11.18.08 11.18.08 11.18.08 11.18.08

SHEET NUMBER:

A0.00

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.

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

WALL TYPES

A3.02

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

CMU WALL

8" STONE VENEER - FULL HEIGHT 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.

81' - 0" 8" STONE VENEER - BELOW 8" STONE VENEER TO GRADE

2 20' - 5"

19' - 9"

A3.11

20' - 5"

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

8X8 P.T. WOOD COLUMN

1' - 1 1/4"

16' - 9 3/4"

2' - 6"

15' - 9"

UNIT DESIGN OPTIONS

2' - 2" WOOD RAILING

6. SEE STRUCTURAL DRAWINGS FOR COLUMNS AND CMU WALL LOCATIONS. 7. DOWNSPOUTS: COORDINATE WITH CIVIL DRAWINGS. TIE INTO STORM SYSTEM OR PROVIDE SPLASHBLOCK AS INDICATED. SEE DETAIL 13-A4.11

BLDG FHN&R

1 UNIT 1 & 2: UNIT 3 & 4:

A3.11 EDGE OF DECK. PROVIDE 5/4X4 PERIMETER BOARD

TRUSS DESIGN TRADITIONAL DESIGN

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

5/4X4 T&G DECKING 15' - 9"

2' - 6"

17' - 3"

4' - 1 1/4"

12' - 7"

7' - 5 1/2"

12' - 7"

5 1/2"

M.O.

4' - 1 1/4"

12' - 7"

7' - 5 1/2"

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.

PVC DOWNSPOUT, PAINT FINISH (TYP.)

UNIT 3 12' - 7"

M.O.

SLOPE 1/8" : 12" TYP.

9' - 2"

9' - 7 1/2"

TERRACE 110

4' - 1 1/4"

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.

11. REFER TO SHEET A4.11 FOR PARTITION DETAILS 6' - 0"

2' - 2"

9' - 2"

SEE ELEVATIONS FOR ADDITIONAL INFORMATION

UNIT 4

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

3' - 5 1/4"

M.O. 3' - 5"

M.O. PVC DOWNSPOUT, PAINT FINISH (TYP.)

107

6' - 0"

SHOWER ENCLOSURE. SEE INTERIOR DESIGN DRAWINGS

UNIT 1

UNIT 2 REFER TO INTERIOR DESIGN DRAWINGS FOR FIXTURES AND FINISHES

104

18' - 9"

8 7 6

65' - 1 1/2"

SEE STRUCTURAL DRAWINGS FOR MASONRY WALL LOCATIONS, DETAILS & DIMENSIONS

08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

CENTER ELECTRICAL PANEL BETWEEN DOORS

2 1

A3.01

4' - 0 1/2"

5' - 2 1/2"

11' - 9"

2' - 1" 16 A4.11

102

9 1/2"

3' - 5"

1 1/2"

2' - 3"

M.O.

3' - 5"

PRECAST CAP AT STONE VENEER WALL. SEE ELEVATIONS

9 1/2"

M.O.

9 3/8"

6' - 7"

99" M.O. HEIGHT (TYP. @ ENTRY DOORS) 3' - 10"

1 1/2"

6' - 1"

A4.03

SEAL:

DRAWN BY: MBM

2 1 1/2"

PVC DOWNSPOUT, PAINT FINISH (TYP.)

4' - 6"

10' - 8"

4' - 6"

6' - 1"

4' - 6"

REVIEWED BY: MDH PROJECT MGR:

M.O. W

101

3' - 5"

9 1/2"

ENTRY 101

6' - 1"

THERESA S. ROBERTS 466 - A

RG IN ISLA

POND BAY

2 A4.16

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

SLOPE 1/8":1'-0"

6" 10" 6" PORCH ABOVE

PROJECT ID: 050-07-1 19' - 8"

6' - 1"

4' - 6"

13' - 2"

1' - 10"

9' - 6"

1' - 10"

13' - 10"

OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

10"x10" C.I.P. CONCRETE COLUMN WITH STONE VENEER

2 A4.17

BEAM ABOVE

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

A4.01

BUILDING NAME:

8X8 P.T. WOOD COLUMN 14' - 9 5/8"

11' - 2 7/8"

TILE FLOOR ON SLAB ON GRADE

14' - 9 5/8"

8 TILE FLOOR ON SLAB ON GRADE

RED ARCH E T

PROJECT:

M.O.

6" 10" 6"

4' - 6"

JNS

1' - 10"

2' - 3"

1' - 10"

3' - 5" 7' - 8"

9 1/2"

102

5' - 6"

2' - 1 1/2" 2' - 1"

101

. U. S

13' - 8 1/2"

13' - 8 1/8"

0'-0"

CT ITE

A4.12

SLOPE 1/8":1'-0"

FOYER/ HALL 102 4' - 11 1/2"

5' - 1"

103

PRECAST CAP AT STONE VENEER WALL. SEE ELEVATIONS

1 1/2"

5' - 2 1/2"

CONSULTANT:

6' - 5"

5' - 0 1/2"

105

FIN.DIM.

SPRINGLINE ARCHITECTS, L.L.C.

STONE VENEER. SEE ELEVATIONS FOR HEIGHTS

4' - 8"

2' - 1"

3' - 0 1/2"

PWDR 106

103 2' - 10"

3' - 7"

106

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

6' - 8 3/8"

BLDG DESIGNATION CORRECTION

6' - 7"

104

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS

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

2' - 1 1/2" 2' - 1"

2' - 5 3/4"

A/C 107

3' - 0 1/2"

CLOSET 104

10' - 2"

6' - 0 3/8"

BATH 1 105

4' - 1"

4' - 3 1/4"

6' - 0 5/8"

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

4' - 7"

5' - 9"

BASE SHEET

2' - 3 1/8"

3' - 9"

ALIGN FINISH WALLS EQ

11' - 4 7/8"

33' - 2 1/2"

55' - 6"

A3.12

KITCHEN 108

VE CONSTRUCTION DOCUMENTS

A3.01

ELEVATION CHANGES ALTERNATE ELEVATIONS

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS

33' - 2 1/2"

5 A7.01

02.27.09 11.18.08 09.18.08 09.04.08

REGIS

3' - 5"

LIVING 109

CLUB HOUSE & HILL SIDE VILLA BLDG. F, H, N & R SHEET TITLE:

40' - 10"

40' - 2"

FIRST FLOOR PLAN 81' - 0" SHEET NUMBER:

2 A3.02

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

A2.01

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

A3.02

WALL TYPES

CMU WALL

81' - 0"

8" STONE VENEER - FULL HEIGHT

2 A3.11 20' - 5"

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

19' - 9"

PRECAST CAP AT STONE VENEER WALL. SEE ELEVATIONS

20' - 5"

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

20' - 5"

WOOD HANDRAIL (TYP.) 1' - 1 1/4"

17' - 5 3/4"

1' - 10" 1' - 10"

16' - 5"

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

2' - 2"

5 1/2"

8X8 P.T. WOOD COLUMN 1

UNIT DESIGN OPTIONS

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

BLDG FHN&R

7. DOWNSPOUTS: COORDINATE WITH CIVIL DRAWINGS. TIE INTO STORM SYSTEM OR PROVIDE SPLASHBLOCK AS INDICATED. SEE DETAIL 13-A4.11

12' - 7"

7' - 5 1/2"

M.O. 16' - 5"

1' - 10"

4' - 1 1/4"

12' - 7"

SLOPE 1/8":12" TYP.

9' - 2"

9' - 7 1/2"

M.O. EDGE OF DECK. PROVIDE 5/4X4 PERIMETER BOARD

TERRACE 209

7' - 5 1/2"

4' - 1 1/4"

17' - 11"

5 1/2"

2' - 2"

1' - 10"

12' - 7"

M.O.

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

UNIT 3 12' - 7"

TRUSS DESIGN TRADITIONAL DESIGN

SEE ELEVATIONS FOR ADDITIONAL INFORMATION

9' - 7 1/2"

4' - 1 1/4"

UNIT 1 & 2: UNIT 3 & 4:

5/4X4 T&G DECKING

9' - 2"

19' - 9"

SLOPE 1/8":12" TYP.

20' - 5"

SLOPE 1/8":12" TYP.

A3.11

11. REFER TO SHEET A4.11 FOR PARTITION DETAILS

UNIT 4

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

ROOF ABOVE

3' - 5 1/4"

M.O.

TUB NICHE. SEE INTERIOR DESIGN DRAWINGS 1"

23' - 3 1/2"

206

UNIT 1

UNIT 2

MINI BAR. SEE INTERIOR DESIGN DRAWINGS

BEDROOM 3 208

23' - 3 1/2"

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

8 7 6

4' - 3"

2' - 11"

SHOWER ENCLOSURE. SEE INTERIOR DESIGN DRAWINGS

15' - 2"

10' - 6 1/2"

DN A/C

MASTER BATH 207

201

10'-8"

11' - 10"

A3.01

A3.12 10'-8"

A/C

08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

55' - 6"

6' - 5 1/2"

FIN.DIM.

2' - 0"

4' - 8 3/8" 7' - 0"

ALIGN FINISH WALLS

3' - 7"

22"x22" ACCESS HATCH ABOVE.SEE DETAIL 10-A4.11

6' - 5 1/2"

FOYER 206

VE CONSTRUCTION DOCUMENTS

BASE SHEET

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

205 9"

55' - 6"

2' - 11"

3' - 8 1/8"

2' - 11"

2' - 3"

204

HALL 201

202

10'-8"

203 4' - 7"

WIC 204

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

10'-8"

MECH. ROOM 205

SPRINGLINE ARCHITECTS, L.L.C.

A/C

19' - 11"

OPENING

A/C

6' - 2" 5' - 10"

3' - 7"

2' - 11"

3' - 8"

2' - 4"

CONSULTANT:

11' - 3"

2' - 0"

3' - 6 1/2"

2' - 7 1/2"

2' - 0"

202

1 1

BEDROOM 2 202

A4.12

4' - 0"

1 1"

SEAL:

3' - 8 1/4"

6' - 4 1/2"

5' - 5 3/4"

2' - 1"

4' - 3"

5' - 5 3/4"

6' - 4 1/2"

MBM

4' - 4 1/4"

REVIEWED BY:

SLOPE 1/8":12" TYP.

MDH PROJECT MGR:

3' - 9"

JNS W

203

201 1"

10' - 8"

CNTR. DECK ON DOOR

6' - 4 1/2" SLOPE 1/8":12" TYP.

5' - 5 1/2"

2' - 1"

4' - 3 1/4"

2' - 1"

5' - 5 3/4"

6' - 4 1/2"

4' - 4 1/4"

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

C.I.P. WALL CAP

PROJECT ID: 050-07-1 OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

2 5/4X4 T&G DECKING 10' - 8"

RG IN ISLA

POND BAY

SLOPE 1/8":12" TYP.

TERRACE 204

THERESA S. ROBERTS 466 - A

PROJECT:

ROOF ABOVE

4' - 4 1/4"

. U. S

SLOPE 1/8":12" TYP.

2' - 1"

FIN.DIM.

DRAWN BY:

A4.03

BATH 2 203

RED ARCH E T

CT ITE

3' - 6"

REGIS

19' - 11"

23' - 6"

6' - 0"

A3.01

ELEVATION CHANGES ALTERNATE ELEVATIONS

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS

STAIR LANDING

FIN.DIM.

02.27.09 11.18.08 09.18.08 09.04.08

A4.01

10' - 8" 40' - 10"

CNTR. DECK ON DOOR WOOD HANDRAIL (TYP.)

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

40' - 2"

CNTR. DECK ON DOOR

BUILDING NAME:

1 ROOF BELOW

A4.01 8

81' - 0"

CLUB HOUSE & HILL SIDE VILLA BLDG. F, H, N & R SHEET TITLE:

SECOND FLOOR PLAN 2 SHEET NUMBER:

A2.02

A3.02

SECOND FLOOR PLAN 1/4" = 1'-0"

GENERAL NOTES

WALL TYPES

A3.04

CMU 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.

8" STONE VENEER - FULL HEIGHT 81' - 0" 8" STONE VENEER - BELOW 2 A3.13

20' - 5"

19' - 9"

20' - 5"

8X8 P.T. WOOD COLUMN

15' - 9"

2' - 6"

16' - 9 3/4"

1' - 1 1/4"

5 1/2"

2' - 2"

UNIT DESIGN OPTIONS

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

BLDG JLM&P

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

UNIT 1 & 2: UNIT 3 & 4:

SHIPWRIGHT DESIGN STANDARD DESIGN

1 A3.13

SEE ELEVATIONS FOR ADDITIONAL INFORMATION

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.

9' - 2"

5/4X4 T&G DECKING 12' - 7"

7' - 5 1/2"

12' - 7"

M.O.

4' - 1 1/4"

17' - 3"

2' - 6"

15' - 9"

2' - 2"

M.O.

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.

8X8 P.T. WOOD COLUMN

UNIT 2 3' - 5 1/4"

12' - 7"

7' - 5 1/2"

12' - 7"

M.O.

4' - 1 1/4"

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

9' - 7 1/2"

UNIT 1

11. REFER TO SHEET A4.11 FOR PARTITION DETAILS

9' - 2"

SLOPE 1/8" : 12" TYP.

6' - 0"

5 1/2"

PVC DOWNSPOUT, PAINT FINISH (TYP.)

3' - 5"

M.O. PVC DOWNSPOUT, PAINT FINISH (TYP.)

1" 6' - 0"

NOTE: SEE SHEET A2.01 FOR ALL INTERIOR DIMENSIONS, NOTES, DOOR, WINDOW, ROOM & PARTITION TAGS

UNIT 3

UNIT 4 3' - 5"

8 7 6

65' - 1 1/2"

02.27.09 11.18.08 09.18.08 09.04.08

ELEVATION CHANGES ALTERNATE ELEVATIONS VE CONSTRUCTION DOCUMENTS

BASE SHEET

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS 33' - 2 1/2"

08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

A3.03

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

55' - 6"

33' - 2 1/2"

A3.03

7. DOWNSPOUTS: COORDINATE WITH CIVIL DRAWINGS. TIE INTO STORM SYSTEM OR PROVIDE SPLASHBLOCK AS INDICATED. SEE DETAIL 13-A4.11 8. DIMENSIONS ARE TO CENTERLINE OF ROUGH FRAMING PARTITIONS UNLESS OTHERWISE NOTED.

EDGE OF DECK. PROVIDE 5/4X4 PERIMETER BOARD

4' - 1 1/4"

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.

SPRINGLINE ARCHITECTS, L.L.C. WOOD CAP. SEE ELEVATIONS

2' - 1"

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

1X4 T&G WOOD SIDING (TYP.) 6' - 7"

CONSULTANT:

1 1/2"

A4.14

A4.04

SLOPE 1/8":1'-0"

DRAWN BY:

10' - 8"

4' - 6"

6' - 1"

3' - 10" 1 1/2"

MDH PRECAST CAP AT STONE VENEER WALL. SEE ELEVATIONS

2 A4.14

9 1/2"

3' - 5"

2' - 3"

3' - 5"

9 1/2"

M.O.

8X8 P.T. WOOD COLUMN

13' - 7 7/8"

4' - 6"

6' - 1"

4' - 6"

10' - 8"

BEAM ABOVE

A4.06

4' - 6"

6' - 1"

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

4' - 6"

PROJECT ID: 050-07-1 OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

2' - 0"

1' - 2"

SLOPE 1/8":1'-0"

9' - 10 1/4"

5' - 2"

1' - 2"

PROJECT MGR: JNS

M.O.

14' - 3 7/8"

REVIEWED BY:

. U. S

1 1/2"

MBM

RED ARCH E T

4' - 6"

SEAL:

0'-0"

6' - 1"

M.O.

CT ITE

4' - 6"

2' - 6 3/8"

M.O.

9 1/2"

REGIS

3' - 5"

2' - 1"

2' - 3"

6' - 7"

3' - 5"

2' - 1 1/2" 2' - 1"

9 1/2"

2' - 1 1/2" 2' - 1"

PVC DOWNSPOUT, PAINT FINISH (TYP.)

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830 2 A4.13 13' - 9"

BUILDING NAME: TILE FLOOR ON SLAB ON GRADE 2' - 0"

9' - 4"

2' - 0"

CLUB HOUSE & HILL SIDE VILLA BLDG. J, L, M, P & ADA UNITS

13' - 9"

SHEET TITLE: 40' - 2"

40' - 10"

PVC DOWNSPOUT, PAINT FINISH (TYP.)

FIRST FLOOR PLAN

81' - 0" SHEET NUMBER:

2 A3.04

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

A2.03

UNIT 2

UNIT 3

UNIT 4

8 7 6

02.27.09 11.18.08 09.18.08 09.04.08

ELEVATION CHANGES ALTERNATE ELEVATIONS VE CONSTRUCTION DOCUMENTS

BASE SHEET

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS

1' - 0"

3' - 6"

08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

CONTROLS

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

4' - 3 1/4"

106 ADA

1' - 6"

FOLD UP SEAT

3' - 0"

6' - 0 3/8"

SPRINGLINE ARCHITECTS, L.L.C.

105 ADA

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

104 ADA

103 ADA CONSULTANT: 5' - 2 1/2"

5' - 0 1/2"

6' - 8 3/8"

2' - 5 3/4"

102 ADA

60" DIA TURN AROUND 13' - 8 1/2"

SEAL:

PROJECT MGR:

. U. S

JNS

MDH

THERESA S. ROBERTS 466 - A

REVIEWED BY:

MBM

RED ARCH E T

CT ITE

DRAWN BY:

REGIS

UNIT 1

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:

ADA UNITS:

CLUB HOUSE & HILL SIDE VILLA BLDG. J, L, M, P & ADA UNITS

BLDG M UNIT 4 BLDG N UNIT 4

SHEET TITLE:

ADA FIRST FLOOR PLAN

ADA FIRST FLOOR PLAN 1/4" = 1'-0"

SHEET NUMBER:

A2.03-ADA

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

WALL TYPES

A3.04

CMU WALL

1 81' - 0"

8" STONE VENEER - FULL HEIGHT

8" STONE VENEER - BELOW

A3.13 20' - 5"

20' - 5"

19' - 9"

20' - 5"

UNIT DESIGN OPTIONS

17' - 5 3/4" 2' - 2"

16' - 5"

1' - 10"

1' - 1 1/4"

5 1/2"

SHIPWRIGHT DESIGN STANDARD DESIGN

A3.13

SLOPE 1/8":12" TYP.

7' - 5 1/2"

12' - 7"

19' - 9"

20' - 5"

M.O. 1' - 10"

16' - 5"

2' - 2"

UNIT 2 3' - 5 1/4"

12' - 7"

7' - 5 1/2"

12' - 7"

M.O.

4' - 1 1/4"

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

M.O.

23' - 3 1/2"

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

11. REFER TO SHEET A4.11 FOR PARTITION DETAILS

9' - 7 1/2"

UNIT 1

SLOPE 1/8":12" TYP.

7. DOWNSPOUTS: COORDINATE WITH CIVIL DRAWINGS. TIE INTO STORM SYSTEM OR PROVIDE SPLASHBLOCK AS INDICATED. SEE DETAIL 13-A4.11

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.

5 1/2"

17' - 11"

1' - 10"

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

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.

9' - 2"

M.O.

4' - 1 1/4"

SLOPE 1/8":12" TYP.

12' - 7"

SLOPE 1/8":12" TYP.

9' - 2"

9' - 7 1/2"

SEE ELEVATIONS FOR ADDITIONAL INFORMATION

4' - 1 1/4"

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.

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

BLDG JLM&P UNIT 1 & 2: UNIT 3 & 4:

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

NOTE:

UNIT 3

UNIT 4

8 7 6

23' - 3 1/2"

SEE SHEET A2.02 FOR ALL INTERIOR DIMENSIONS, NOTES, DOOR, WINDOW, ROOM & PARTITION TAGS

02.27.09 11.18.08 09.18.08 09.04.08

ELEVATION CHANGES ALTERNATE ELEVATIONS VE CONSTRUCTION DOCUMENTS

BASE SHEET

A3.03

A/C 10'-8"

6' - 5 1/2"

10'-8"

19' - 11"

2' - 11"

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

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

A/C

10'-8"

BLDG DESIGNATION CORRECTION

SPRINGLINE ARCHITECTS, L.L.C.

DN A/C

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS

55' - 6"

2' - 11"

A/C

2' - 11"

10'-8" CONSULTANT:

1 A4.12

6' - 4 1/2"

5' - 5 3/4"

2' - 1"

4' - 3"

2' - 1"

5' - 5 3/4"

A4.04

6' - 4 1/2"

REVIEWED BY:

3' - 8 1/4"

SLOPE 1/8":12" TYP.

ROOF BELOW

SLOPE 1/8":12" TYP.

PROJECT MGR:

. U. S

MDH

JNS

THERESA S. ROBERTS 466 - A

RG IN ISLA

PROJECT:

10' - 8"

CNTR. DECK ON DOOR

POND BAY 1"

4' - 4 1/4"

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

6' - 4 1/2"

5' - 5 3/4"

2' - 1"

4' - 3 1/4"

2' - 1"

5' - 5 1/2"

6' - 4 1/2"

4' - 4 1/4"

A4.06 3 : 12

SLOPE 1/8":12" TYP.

10' - 8" CNTR. DECK ON DOOR

40' - 2"

PROJECT ID: 050-07-1

6' - 0"

4' - 4 1/4"

MBM

CT ITE

DRAWN BY:

RED ARCH E T

REGIS

SEAL:

19' - 11"

6' - 0"

A3.03

08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

6' - 5 1/2"

55' - 6"

2' - 11"

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS

OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

SLOPE 1/8":12" TYP.

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

10' - 8" 40' - 10"

CNTR. DECK ON DOOR

BUILDING NAME:

CLUB HOUSE & HILL SIDE VILLA BLDG. J, L, M, P & ADA UNITS SHEET TITLE:

81' - 0"

SECOND FLOOR PLAN SHEET NUMBER:

2 A3.04

SECOND FLOOR PLAN 1/4" = 1'-0"

A2.04

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

WALL TYPES

A3.06

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

CMU WALL

81' - 0" 8" STONE VENEER - BELOW 2 A3.14 20' - 5"

19' - 9"

20' - 5"

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

UNIT DESIGN OPTIONS 16' - 9 3/4"

2' - 6"

15' - 9"

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

2' - 2" 5 1/2"

1' - 1 1/4"

BLDG G

7. DOWNSPOUTS: COORDINATE WITH CIVIL DRAWINGS. TIE INTO STORM SYSTEM OR PROVIDE SPLASHBLOCK AS INDICATED. SEE DETAIL 13-A4.11

UNIT 1 & 2: SHIPWRIGHT DESIGN UNIT 3 & 4: TRADITIONAL DESIGN

1 A3.14

SEE ELEVATIONS FOR ADDITIONAL INFORMATION

2' - 2"

15' - 9"

2' - 6"

17' - 3"

4' - 1 1/4"

12' - 7"

8X8 P.T. WOOD COLUMN

7' - 5 1/2"

12' - 7"

M.O.

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.

4' - 1 1/4"

12' - 7"

7' - 5 1/2"

11. REFER TO SHEET A4.11 FOR PARTITION DETAILS

UNIT 3 12' - 7"

UNIT 4

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

3' - 5 1/4" SEE SHEET A2.01 FOR TRADITIONAL DESIGN NOTES

M.O.

SEE SHEET A2.01 FOR TRADITIONAL DESIGN NOTES 3' - 5"

M.O.

1" 6' - 0"

SLOPE 1/8" : 12" TYP.

9' - 2"

9' - 7 1/2"

5 1/2"

M.O.

4' - 1 1/4"

9' - 7 1/2"

5/4X4 T&G DECKING

9' - 2"

EDGE OF DECK. PROVIDE 5/4X4 PERIMETER BOARD

PVC DOWNSPOUT, PAINT FINISH (TYP.)

6' - 0"

NOTE:

UNIT 2

3' - 5"

UNIT 1

SEE SHEET A2.01 FOR ALL INTERIOR DIMENSIONS, NOTES, DOOR, WINDOW, ROOM & PARTITION TAGS

8 7 6

02.27.09 11.18.08 09.18.08 09.04.08

ELEVATION CHANGES ALTERNATE ELEVATIONS VE CONSTRUCTION DOCUMENTS

BASE SHEET

A3.05

33' - 2 1/2"

55' - 6"

A3.05

08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

55' - 6"

33' - 2 1/2"

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

SPRINGLINE ARCHITECTS, L.L.C.

2' - 1"

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

M.O.

0'-0"

SEAL:

2' - 3"

3' - 5"

6' - 1"

4' - 6"

6' - 5"

6' - 1"

MDH PROJECT MGR: JNS

19' - 8"

THERESA S. ROBERTS 466 - A

RG IN ISLA

PROJECT:

M.O.

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

NOTE: SEE A2.01 (UNITS 3&4) FOR ADDITIONAL INFORMATION 13' - 2"

4' - 6"

4' - 7"

10' - 8"

SLOPE 1/8":1'-0"

M.O.

4' - 6"

1' - 10"

2' - 1 1/2" 2' - 1"

3' - 5"

6' - 1"

REVIEWED BY:

. U. S

9 1/2"

3' - 10"

1 1/2"

BAROQUE DESIGN ELIMINATES STONE VENEER. SEE ELEVATIONS

1' - 10"

6' - 7"

MBM

CT ITE

DRAWN BY:

RED ARCH E T

9 1/2"

SLOPE 1/8":1'-0"

M.O.

3' - 5"

2' - 3"

2' - 1 1/2" 2' - 1"

2' - 1"

3' - 5"

REGIS

1 1/2"

9 1/2"

6' - 7"

CONSULTANT:

6' - 1"

1' - 10"

9' - 6"

1' - 10"

13' - 10"

4' - 6"

PROJECT ID: 050-07-1 OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC 8

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

NOTE: SEE A2.03 (UNITS 1&2) FOR ADDITIONAL INFORMATION

BUILDING NAME:

40' - 10"

40' - 2" 8

CLUB HOUSE & HILL SIDE VILLA BLDG. G SHEET TITLE:

81' - 0"

FIRST FLOOR PLAN SHEET NUMBER:

A2.05

A3.06

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

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

WALL TYPES

A3.06 1

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

CMU WALL 81' - 0" 8" STONE VENEER - FULL HEIGHT

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.

2 8" STONE VENEER - BELOW

A3.14 20' - 5"

19' - 9"

20' - 5"

1' - 1 1/4"

20' - 5"

17' - 5 3/4"

1' - 10" 1' - 10"

16' - 5"

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

2' - 2"

UNIT DESIGN OPTIONS 5 1/2"

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

BLDG G

A3.14

7' - 5 1/2"

12' - 7"

M.O. 1' - 10" 1' - 10"

7' - 5 1/2"

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.

11. REFER TO SHEET A4.11 FOR PARTITION DETAILS

UNIT 3 12' - 7"

M.O.

3' - 5 1/4"

SEE SHEET A2.02 FOR TRADITIONAL DESIGN NOTES

M.O.

UNIT 4

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

SEE SHEET A2.02 FOR TRADITIONAL DESIGN NOTES

23' - 3 1/2"

12' - 7"

SLOPE 1/8":12" TYP.

9' - 2"

9' - 7 1/2"

M.O.

4' - 1 1/4"

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.

17' - 11"

5 1/2"

16' - 5"

4' - 1 1/4"

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

9' - 7 1/2"

12' - 7"

9' - 2"

4' - 1 1/4"

SEE ELEVATIONS FOR ADDITIONAL INFORMATION

SLOPE 1/8":12" TYP.

19' - 9"

SLOPE 1/8":12" TYP.

20' - 5"

2' - 2"

7. DOWNSPOUTS: COORDINATE WITH CIVIL DRAWINGS. TIE INTO STORM SYSTEM OR PROVIDE SPLASHBLOCK AS INDICATED. SEE DETAIL 13-A4.11

UNIT 1 & 2: SHIPWRIGHT DESIGN UNIT 3 & 4: TRADITIONAL DESIGN

NOTE:

UNIT 2

23' - 3 1/2"

UNIT 1

SEE SHEET A2.02 FOR ALL INTERIOR DIMENSIONS, NOTES, DOOR, WINDOW, ROOM & PARTITION TAGS

2 DN

A3.05

2' - 11"

10'-8"

6' - 5 1/2"

55' - 6"

2' - 11"

10'-8"

08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

A/C

DN A/C

VE CONSTRUCTION DOCUMENTS

BASE SHEET

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

6100 RED HOOK QUARTERS, SUITE E2-1 ST. THOMAS, VI 00802 Tel. (340) 777-2345 www.springlinearchitects.com 19' - 11"

2' - 11"

ELEVATION CHANGES ALTERNATE ELEVATIONS

SPRINGLINE ARCHITECTS, L.L.C.

A/C 10'-8"

10'-8"

CONSULTANT:

SEAL:

3' - 8 1/4"

6' - 4 1/2"

5' - 5 3/4"

2' - 1"

4' - 3"

2' - 1"

5' - 5 3/4"

6' - 4 1/2"

MBM

4' - 4 1/4"

REVIEWED BY: SLOPE 1/8":12" TYP.

MDH PROJECT MGR:

. U. S

SLOPE 1/8":12" TYP.

JNS

THERESA S. ROBERTS 466 - A

CT ITE

DRAWN BY:

RED ARCH E T

REGIS

19' - 11"

A4.12

RG IN ISLA

PROJECT: 10' - 8" 10' - 8" 1"

POND BAY

CNTR. DECK ON DOOR

6' - 0"

A3.05

02.27.09 11.18.08 09.18.08 09.04.08

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS

55' - 6"

6' - 5 1/2"

2' - 11"

8 7 6

4' - 4 1/4"

SLOPE 1/8":12" TYP.

6' - 4 1/2"

5' - 5 3/4"

2' - 1"

4' - 3" ROOF BELOW

10' - 8"

2' - 1"

5' - 5 3/4"

6' - 4 1/2" SLOPE 1/8":12" 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

4' - 4 1/4"

OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

10' - 8"

CNTR. DECK ON DOOR

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

CNTR. DECK ON DOOR

BUILDING NAME: 40' - 10"

40' - 2" 8

CLUB HOUSE & HILL SIDE VILLA BLDG. G SHEET TITLE:

81' - 0"

SECOND FLOOR PLAN 2 SHEET NUMBER:

A2.06

A3.06

SECOND FLOOR PLAN 1/4" = 1'-0"

GENERAL NOTES 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.

CMU WALL 8" STONE VENEER - FULL HEIGHT

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 A3.08 1

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

UNIT DESIGN OPTIONS

40' - 10" 20' - 5"

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

20' - 5" BLDG K

7. DOWNSPOUTS: COORDINATE WITH CIVIL DRAWINGS. TIE INTO STORM SYSTEM OR PROVIDE SPLASHBLOCK AS INDICATED. SEE DETAIL 13-A4.11

UNIT 1 & 2: TRUSS DESIGN 2' - 2"

15' - 9"

5' - 0"

15' - 9"

2' - 2" SEE ELEVATIONS FOR ADDITIONAL INFORMATION

5 1/2"

12' - 7"

7' - 5 1/2"

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.

9' - 2"

4' - 1 1/4"

SLOPE 1/8" : 12" TYP.

9' - 2"

9' - 7 1/2"

12' - 7" M.O.

M.O.

11. REFER TO SHEET A4.11 FOR PARTITION DETAILS 12. ALL INTERIOR DIMENSIOS ARE TAKEN FROM INTERIOR FACE OF CMU WALL

6' - 0"

UNIT 1

UNIT 2 3' - 5"

SEE SHEET A2.05 FOR TRADITIONAL DESIGN NOTES

3' - 5"

SEE SHEET A2.05 FOR TRADITIONAL DESIGN NOTES

NOTE: SEE SHEET A2.05 FOR ALL INTERIOR DIMENSIONS, NOTES, DOOR, WINDOW, ROOM & PARTITION TAGS

02.27.09 11.18.08 09.19.08 09.04.08 08.25.08

8 7

A3.07

08.15.08 08.12.08 07.21.08 06.20.08 6 05.22.08 05.19.08 5 05.12.08 02.25.08 02.19.08 REV. DATE

33' - 2 1/2"

A3.15

ALTERNATE ELEVATIONS VE CONSTRUCTION DOCUMENTS

BASE SHEET BASE SHEET-FURRED WALLS/ COORD WINDOW OPENINGS BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS BID SET BASE SHEET SUBMISSION

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

2' - 1"

CONSULTANT:

M.O.

3' - 5"

9 1/2"

REVIEWED BY:

MBM

MDH PROJECT MGR:

. U. S

SLOPE 1/8":1'-0"

M.O.

DRAWN BY:

JNS

RED ARCH E T

THERESA S. ROBERTS 466 - A

2' - 3"

2' - 1"

3' - 5"

2' - 1 1/2"

9 1/2"

SEAL:

CT ITE

2' - 1"

DATE:

1 1/2"

REGIS

1 1/2"

6' - 7"

0'-0"

2' - 1 1/2"

55' - 6"

A3.07

ELEVATION CHANGES

RG IN ISLA

PROJECT: 4' - 6"

6' - 1"

19' - 8"

6' - 1"

POND BAY

4' - 6"

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

2 A4.17

PROJECT ID: 050-07-1 OWNER: SEE 2/A4.01 FOR ENLARGED ENTRY ELEVATION

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

40' - 10"

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

8 2

BUILDING NAME:

CLUB HOUSE & HILL SIDE VILLA BLDG. K

A3.08

SHEET TITLE:

FIRST FLOOR PLAN SHEET NUMBER:

A2.07

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

GENERAL NOTES 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.

CMU WALL 8" STONE VENEER - FULL HEIGHT

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

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

A3.08 1

40' - 10"

UNIT DESIGN OPTIONS

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

BLDG K

7. DOWNSPOUTS: COORDINATE WITH CIVIL DRAWINGS. TIE INTO STORM SYSTEM OR PROVIDE SPLASHBLOCK AS INDICATED. SEE DETAIL 13-A4.11

UNIT 1 & 2: TRUSS DESIGN 20' - 5"

16' - 5"

3' - 8"

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

SEE ELEVATIONS FOR ADDITIONAL INFORMATION 2' - 2"

16' - 5"

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.

7' - 5 1/2"

11. REFER TO SHEET A4.11 FOR PARTITION DETAILS

12' - 7"

M.O.

4' - 1 1/4"

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

9' - 2"

12' - 7"

SLOPE 1/8":12" TYP.

4' - 1 1/4"

SLOPE 1/8":12" TYP.

M.O.

UNIT 1

UNIT 2 SEE SHEET A2.06 FOR TRADITIONAL DESIGN NOTES

23' - 3 1/2"

SEE SHEET A2.06 FOR TRADITIONAL DESIGN NOTES

NOTE: SEE SHEET A2.06 FOR ALL INTERIOR DIMENSIONS, NOTES, DOOR, WINDOW, ROOM & PARTITION TAGS

02.27.09 11.18.08 09.19.08 09.04.08 08.25.08

8 7

A3.07

ALTERNATE ELEVATIONS VE CONSTRUCTION DOCUMENTS

6' - 5 1/2"

2' - 11" 6' - 5 1/2"

10'-8"

CONSULTANT:

DATE:

SEAL:

MBM REVIEWED BY:

PROJECT MGR:

. U. S

MDH

JNS 1 A4.12

THERESA S. ROBERTS 466 - A

CT ITE

DRAWN BY:

RED ARCH E T

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

19' - 11"

10'-8"

SPRINGLINE ARCHITECTS, L.L.C.

A/C 2' - 11"

2' - 11"

A/C

55' - 6"

2' - 11"

A3.15

6' - 0"

A3.07

08.15.08 08.12.08 07.21.08 06.20.08 6 05.22.08 05.19.08 5 05.12.08 02.25.08 02.19.08 REV. DATE

ELEVATION CHANGES

REGIS

9' - 2"

9' - 7 1/2"

5 1/2"

2' - 2"

20' - 5"

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 4' - 4 1/4"

6' - 4 1/2" SLOPE 1/8":12" TYP.

5' - 5 1/2"

2' - 1"

4' - 3 1/4"

2' - 1"

5' - 5 3/4"

ROOF BELOW

6' - 4 1/2" SLOPE 1/8":12" TYP.

4' - 4 1/4"

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:

CLUB HOUSE & HILL SIDE VILLA BLDG. K

40' - 10"

SHEET TITLE: 2

SECOND FLOOR PLAN A3.08 SHEET NUMBER:

A2.08

SECOND FLOOR PLAN 1/4" = 1'-0"

A3.02 1

2 A3.11 COLUMN BELOW 1 A3.11

1 : 12

BEAM BELOW

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

7 1 : 12

A4.11

6 : 12

6" HALF ROUND GUTTER. SLOPE TO DRAIN

6 : 12

6 : 12 2 A4.11

RIDGE CAP (TYP.)

8 7 6

1 A4.11

02.27.09 11.18.08 09.18.08 09.04.08

ELEVATION CHANGES ALTERNATE ELEVATIONS VE CONSTRUCTION DOCUMENTS

BASE SHEET

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS 08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

6 : 12

2 1

A3.01

A3.12

CORRUGATED METAL ROOF 6 : 12

BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

1 6 : 12

A4.11

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

WALL BELOW

6 : 12

CONSULTANT: 3 A4.11

REVIEWED BY: MDH

6 : 12

PROJECT MGR:

. U. S

6 : 12

MBM

JNS

A4.11

THERESA S. ROBERTS 466 - A

A4.11

DRAWN BY:

3 : 12

RED ARCH E T

CT ITE

3 : 12

1.5 : 12

1.5: 12

REGIS

SEAL: 6 : 12

A3.01

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS

RG IN ISLA

1 PROJECT:

A4.12

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

COLUMN BELOW 1.5 : 12

1.5 : 12

7 : 12

C.I.P. WALL CAP

PROJECT ID: 050-07-1 OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC ROOF BELOW

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

CLUB HOUSE & HILL SIDE VILLA BLDG. F, H, N & R SHEET TITLE:

ROOF PLAN

2 A3.02

SHEET NUMBER:

A2.09

ROOF PLAN 1/4" = 1'-0"

A3.04 1

2 A3.13 COLUMN BELOW 1 A3.13 BEAM BELOW

1 : 12

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

7 A4.11

6 : 12

1 : 12

6" HALF ROUND GUTTER. SLOPE TO DRAIN

6 : 12 6 : 12

8 7 6

2 A4.11

RIDGE CAP (TYP.)

ELEVATION CHANGES ALTERNATE ELEVATIONS VE CONSTRUCTION DOCUMENTS

BASE SHEET

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS

08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

A4.11

6 : 12

A3.03

02.27.09 11.18.08 09.18.08 09.04.08

A3.03

CORRUGATED METAL ROOF

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

6 : 12

SPRINGLINE ARCHITECTS, L.L.C.

A4.11

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

WALL BELOW

6 : 12

CONSULTANT:

3 A4.11

PROJECT MGR: JNS

MDH

THERESA S. ROBERTS 466 - A

1.5: 12

REVIEWED BY:

. U. S

6 : 12

1.5 : 12

MBM

RED ARCH E T

CT ITE

DRAWN BY:

REGIS

SEAL:

RG IN ISLA

PROJECT:

POND BAY

ROOF BELOW 1 4X6 WOOD POST

A4.11

3 : 12

1.5 : 12

PARCELS 126, 272, 488D, 488E, 488F ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER ST JOHN, US VIRGIN ISLANDS 1.5 : 12

A4.12

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:

CLUB HOUSE & HILL SIDE VILLA BLDG. J, L, M, P & ADA UNITS SHEET TITLE:

ROOF PLAN 2 A3.04

SHEET NUMBER:

ROOF PLAN 1/4" = 1'-0"

A2.10

A3.06 1

2 A3.14 COLUMN BELOW 1 A3.14

1 : 12

BEAM BELOW

1 A4.15 3" DIA. SCHEDULE 40 PVC DOWNSPOUT. PAINT TO MATCH BUILDING

7 1 : 12

A4.11

6 : 12

6" HALF ROUND GUTTER. SLOPE TO DRAIN

6 : 12

6 : 12 2 A4.11

RIDGE CAP (TYP.)

8 7 6

1 A4.11

02.27.09 11.18.08 09.18.08 09.04.08

ELEVATION CHANGES ALTERNATE ELEVATIONS VE CONSTRUCTION DOCUMENTS

BASE SHEET

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS 08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

6 : 12

2 1

A3.05

CORRUGATED METAL ROOF 6 : 12

BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

1 6 : 12

A4.11

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

WALL BELOW

6 : 12

CONSULTANT: 3 A4.11

REVIEWED BY: MDH

6 : 12

PROJECT MGR:

. U. S

6 : 12

MBM

JNS 1 A4.12

THERESA S. ROBERTS 466 - A

A4.11

DRAWN BY:

3 : 12

RED ARCH E T

CT ITE

3 : 12

1.5 : 12

1.5: 12

REGIS

SEAL: 6 : 12

A3.05

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS

RG IN ISLA

PROJECT:

1.5 : 12

COLUMN BELOW

POND BAY

C.I.P. WALL CAP

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 8 5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830 BUILDING NAME:

CLUB HOUSE & HILL SIDE VILLA BLDG. G SHEET TITLE:

ROOF PLAN

2 A3.06

SHEET NUMBER:

A2.11

ROOF PLAN 1/4" = 1'-0"

A3.08 1

COLUMN BELOW

BEAM BELOW 3 1 : 12

A4.11

6 : 12

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

2 A4.11

02.27.09 11.18.08 09.19.08 09.04.08 08.25.08

8 7

6" HALF ROUND GUTTER. SLOPE TO DRAIN

A3.15

A3.07

6 : 12 RIDGE CAP (TYP.)

ALTERNATE ELEVATIONS VE CONSTRUCTION DOCUMENTS

CORRUGATED METAL ROOF 1 A4.11

SPRINGLINE ARCHITECTS, L.L.C. 6100 RED HOOK QUARTERS, SUITE E2-1 ST. THOMAS, VI 00802 Tel. (340) 777-2345 www.springlinearchitects.com 6 : 12

WALL BELOW

CONSULTANT:

SEAL:

PROJECT MGR: 1

. U. S

MDH

JNS

THERESA S. ROBERTS 466 - A

REVIEWED BY:

MBM

RED ARCH E T

CT ITE

DRAWN BY:

REGIS

DATE: 6 : 12

A3.07

08.15.08 08.12.08 07.21.08 06.20.08 6 05.22.08 05.19.08 5 05.12.08 02.25.08 02.19.08 REV. DATE

ELEVATION CHANGES

RG IN ISLA

A4.12 PROJECT:

POND BAY 1.5 : 12

1.5 : 12

7 : 12

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

7 : 12

PROJECT ID: 050-07-1 OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

COLUMN BELOW 8

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

CLUB HOUSE & HILL SIDE VILLA BLDG. K SHEET TITLE:

ROOF PLAN

A3.08

SHEET NUMBER:

A2.12

ROOF PLAN 1/4" = 1'-0"

NOTES 1. GC TO VERIFY ALTERNATE ELEVATION DETAILS IN THE FIELD WITH ARCHITECT 2. EXTERIOR FINISH COLORS TO MATCH MARTIN SENOUR PAINT # BELOW 1

BLDG F UNIT 1 & 2 (TRUSS DESIGN) : 309-5 UNIT 3 & 4 (TRADITIONAL DESIGN) : 312-5

A3.12

BLDG H UNIT 1 & 2 (TRUSS DESIGN) : 313-5 UNIT 3 & 4 (TRADITIONAL DESIGN) : 323.1-5 12

BLDG R UNIT 1 & 2 (TRUSS DESIGN) : 323.1-5 UNIT 3 & 4 (TRADITIONAL DESIGN) : 324-5

12 6

CORRUGATED METAL ROOF

2X WOOD FASCIA. PAINT FINISH

ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT

WOOD RAKE. PAINT FINISH

1X WOOD FASCIA. GINGERBREAD CUT.PAINT FINISH

1.5

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

A4.01

TOP OF WALL 20' - 8"

A4.03

T.O. SLAB SECOND FLOOR 10' - 8"

1X WOOD FASCIA. GINGERBREAD CUT.PAINT FINISH

5 A4.16 PLASTER FINISH. SEE SPECS

5 A4.16 8

8 WOOD RAILING

10"x10" C.I.P. CONCRETE COLUMN WITH STONE VENEER

T.O. SLAB FIRST FLOOR 0" C.I.P. PIER. PLASTER FINISH. ALIGNG TOPS OF PIERS

8 7 6

ELEVATION 1/4" = 1'-0"

02.27.09 11.18.08 09.18.08 09.04.08

ELEVATION CHANGES ALTERNATE ELEVATIONS VE CONSTRUCTION DOCUMENTS

BASE SHEET

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS

08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

1 A3.12

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

12 6

CORRUGATED METAL ROOF

CONSULTANT:

ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT WOOD RAKE. PAINT FINISH

1.5

MBM REVIEWED BY: MDH 2 WOOD RAILING

A4.01 5 A4.17

PROJECT MGR: TRIM. PLASTER FINISH OVER HIGH DENSITY FOAM

. U. S

8X8 P.T. WOOD COLUMN

JNS

THERESA S. ROBERTS 466 - A

CT ITE

DRAWN BY:

RED ARCH E T

SEAL:

TOP OF WALL 20' - 8"

REGIS

1X WOOD FASCIA. GINGERBREAD CUT.PAINT FINISH

RG IN ISLA

PROJECT: 1X WOOD FASCIA. GINGERBREAD CUT.PAINT FINISH

POND BAY

T.O. SLAB SECOND FLOOR 10' - 8"

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

PLASTER FINISH. SEE SPECS

OWNER: 8X8 P.T. WOOD COLUMN TRIM. PLASTER FINISH OVER HIGH DENSITY FOAM

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

PRECAST WALL CAP 8

1x4 WOOD TRIM. PAINT FINISH

C.I.P. PIER. PLASTER FINISH. ALIGNG TOPS OF PIERS

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830 STONE VENEER (TYP.)

BUILDING NAME:

T.O. SLAB FIRST FLOOR 0"

CLUB HOUSE & HILL SIDE VILLA BLDG. F, H, N & R SHEET TITLE:

EXTERIOR ELEVATIONS SHEET NUMBER:

ELEVATION 1/4" = 1'-0"

A3.01

NOTES 1. GC TO VERIFY ALTERNATE ELEVATION DETAILS IN THE FIELD WITH ARCHITECT 2. EXTERIOR FINISH COLORS TO MATCH MARTIN SENOUR PAINT # BELOW

A3.11

BLDG F UNIT 1 & 2 (TRUSS DESIGN) : 309-5 UNIT 3 & 4 (TRADITIONAL DESIGN) : 312-5 BLDG H UNIT 1 & 2 (TRUSS DESIGN) : 313-5 UNIT 3 & 4 (TRADITIONAL DESIGN) : 323.1-5 BLDG R UNIT 1 & 2 (TRUSS DESIGN) : 323.1-5 UNIT 3 & 4 (TRADITIONAL DESIGN) : 324-5

CORRUGATED METAL ROOF

12 6

6 2X10 WOOD FASCIA. PAINT FINISH

ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT

1X WOOD FASCIA. GINGERBREAD CUT.PAINT FINISH

TOP OF WALL 20' - 8"

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

3X8 ANGLED SUPPORTS PLASTER FINISH. SEE SPECS PLASTER FINISH. SEE SPECS WOOD RAILING TRIM. PLASTER FINISH OVER HIGH DENSITY FOAM

1X WOOD FASCIA. GINGERBREAD CUT.PAINT FINISH

T.O. SLAB SECOND FLOOR 10' - 8" 8X8 P.T. WOOD COLUMN 1X1 MOSAIC TILE

8X8 P.T. WOOD COLUMN

STONE VENEER (TYP.)

T.O. SLAB FIRST FLOOR 0" C.I.P. PIER. PLASTER FINISH. ALIGNG TOPS OF PIERS

ALIGN

ELEVATION

NOTE:

1/4" = 1'-0"

SEE DETAIL 4/A4.12 FOR CONCRETE DECK CONDITION ON BUILDINGS FGHJM & N

A3.11

8 7 6

02.27.09 11.18.08 09.18.08 09.04.08

ELEVATION CHANGES ALTERNATE ELEVATIONS VE CONSTRUCTION DOCUMENTS

BASE SHEET

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS

08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

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

2X10 WOOD FASCIA. PAINT FINISH

CORRUGATED METAL ROOF 12

12 6 CONSULTANT:

ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT 10' - 8"

10' - 8"

CNTR. ROOF ON DOOR

TRIM. PLASTER FINISH OVER HIGH DENSITY FOAM CORRUGATED METAL ROOF

TOP OF WALL 20' - 8"

REVIEWED BY:

PROJECT MGR:

JNS

4X4 WOOD POST

WOOD TRUSS. (3) 3X8 VERTICAL AND ANGLED AS SHOWN. CENTER 3X8 TO EXTEND BETWEEN TOP AND BOTTOM CHORDS. EXTERIOR 3X8s TO BE CUT TO FIT

T.O. SLAB SECOND FLOOR 10' - 8"

6 A4.17

RG IN ISLA

PROJECT:

POND BAY

WOOD PORCH WITH WOOD BRACKET SUPPORTS

5 A4.17

. U. S

MDH

C.I.P. WALL CAP

THERESA S. ROBERTS 466 - A

4 A4.16

MBM

A4.01

WOOD RAILING

RED ARCH E T

CT ITE

DRAWN BY:

REGIS

SEAL:

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

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

5 A4.16

PROJECT ID: 050-07-1 STONE VENEER (TYP.)

OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC 8X8 P.T. WOOD COLUMN

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

T.O. SLAB FIRST FLOOR 0"

BUILDING NAME:

SOLDIER COURSE BRICK WORK. BRICK TO BE FLUSH WITH STONE VENEER

CLUB HOUSE & HILL SIDE VILLA BLDG. F, H, N & R SHEET TITLE:

10"x10" C.I.P. CONCRETE COLUMN WITH STONE VENEER

EXTERIOR ELEVATIONS

ELEVATION 1/4" = 1'-0"

SHEET NUMBER:

A3.02

NOTES 1. GC TO VERIFY ALTERNATE ELEVATION DETAILS IN THE FIELD WITH ARCHITECT 2. EXTERIOR FINISH COLORS TO MATCH MARTIN SENOUR PAINT # BELOW BLDG J UNIT 1 & 2 (SHIPWRIGHT DESIGN) : 309-5 UNIT 3 & 4 (STANDARD DESIGN) : 312-5 BLDG L UNIT 1 & 2 (SHIPWRIGHT DESIGN): 324-5 UNIT 3 & 4 (STANDARD DESIGN): 323.1-5 12

BLDG M UNIT 1 & 2 (SHIPWRIGHT DESIGN): 324-5 UNIT 3 & 4 (SHIPWRIGHT DESIGN): 310-5

BLDG P UNIT 1 & 2 (SHIPWRIGHT DESIGN): 319-5 UNIT 3 & 4 (SHIPWRIGHT DESIGN): 309-5

WOOD BLOCK

12 6

CORRUGATED METAL ROOF

2X10 WOOD FASCIA BEYOND

ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT

WOOD RAKE. PAINT FINISH

1X WOOD FASCIA. PAINT FINISH ? 1

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

WESTERN CEDAR EZ RAIL DECK RAIL SYSTEM BY WOODWAY,OR APPROVED EQUAL

7 A4.14

TOP OF WALL 20' - 8"

1.5

A4.06

A4.04

T.O. SLAB SECOND FLOOR 10' - 8"

1X WOOD FASCIA. PAINT FINISH

8X8 P.T. WOOD COLUMN PLASTER FINISH. SEE SPECS TRIM. PLASTER FINISH OVER HIGH DENSITY FOAM

8 WOOD CAP

WESTERN CEDAR EZ RAIL DECK RAIL SYSTEM BY WOODWAY,OR APPROVED EQUAL

8X8 P.T. WOOD COLUMN

T.O. SLAB FIRST FLOOR 0" C.I.P. PIER. PLASTER FINISH. ALIGNG TOPS OF PIERS

8 7 6 1X4 T&G WOOD SIDING (TYP.)

ELEVATION 1/4" = 1'-0"

02.27.09 11.18.08 09.18.08 09.04.08

ELEVATION CHANGES ALTERNATE ELEVATIONS VE CONSTRUCTION DOCUMENTS

BASE SHEET

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS 08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

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

12 6

CONSULTANT:

CORRUGATED METAL ROOF

ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT WOOD RAKE. PAINT FINISH 2X10 WOOD FASCIA. PAINT FINISH

MBM

TRIM. PLASTER FINISH OVER HIGH DENSITY FOAM

REVIEWED BY: 2

PROJECT MGR:

A4.06

. U. S

MDH

1X WOOD FASCIA. GINGERBREAD CUT.PAINT FINISH

JNS 8X8 P.T. WOOD COLUMN

WOOD RAILING

THERESA S. ROBERTS 466 - A

CT ITE

DRAWN BY:

2 A5.02

RED ARCH E T

SEAL:

TOP OF WALL 20' - 8"

REGIS

1.5

RG IN ISLA

PROJECT:

POND BAY

T.O. SLAB SECOND FLOOR 10' - 8"

PLASTER FINISH. SEE SPECS

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

1X WOOD FASCIA. PAINT FINISH PROJECT ID: 050-07-1

PLASTER FINISH. SEE SPECS

8"X8" C.I.P. CONCRETE COLUMN WITH STONE VENEER

OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

WOOD RAILING 8

PRECAST WALL CAP

STONE VENEER (TYP.)

WESTERN CEDAR EZ RAIL DECK RAIL SYSTEM BY WOODWAY,OR APPROVED EQUAL

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

T.O. SLAB FIRST FLOOR 0"

CLUB HOUSE & HILL SIDE VILLA BLDG. J, L, M, P & ADA UNITS SHEET TITLE:

C.I.P. PIER. PLASTER FINISH. ALIGNG TOPS OF PIERS

EXTERIOR ELEVATIONS SHEET NUMBER:

TRIM. PLASTER FINISH OVER HIGH DENSITY FOAM

ELEVATION 1/4" = 1'-0"

A3.03

A3.13

BLDG L UNIT 1 & 2 (SHIPWRIGHT DESIGN): 324-5 UNIT 3 & 4 (STANDARD DESIGN): 323.1-5 CORRUGATED METAL ROOF

BLDG M UNIT 1 & 2 (SHIPWRIGHT DESIGN): 324-5 UNIT 3 & 4 (SHIPWRIGHT DESIGN): 310-5 BLDG P UNIT 1 & 2 (SHIPWRIGHT DESIGN): 319-5 UNIT 3 & 4 (SHIPWRIGHT DESIGN): 309-5

1X WOOD FASCIA. PAINT FINISH 12

WOOD BLOCK

2X10 WOOD FASCIA. PAINT FINISH ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT

TOP OF WALL 20' - 8"

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

PLASTER FINISH. SEE SPECS 8X8 P.T. WOOD COLUMN 1X WOOD FASCIA. GINGERBREAD CUT.PAINT FINISH

WESTERN CEDAR EZ RAIL DECK RAIL SYSTEM BY WOODWAY,OR APPROVED EQUAL

T.O. SLAB SECOND FLOOR 10' - 8" TRIM. PLASTER FINISH OVER HIGH DENSITY FOAM

1X WOOD FASCIA. PAINT FINISH 1X4 T&G WOOD SIDING (TYP.)

1X1 MOSAIC TILE

T.O. SLAB FIRST FLOOR 0" C.I.P. PIER. PLASTER FINISH. ALIGNG TOPS OF PIERS

ALIGN

ELEVATION

NOTE:

PLASTER FINISH. SEE SPECS

1/4" = 1'-0" SEE DETAIL 4/A4.12 FOR CONCRETE DECK CONDITION ON BUILDINGS FGHJM & N

A3.13

8 7 6

02.27.09 11.18.08 09.18.08 09.04.08

ELEVATION CHANGES ALTERNATE ELEVATIONS VE CONSTRUCTION DOCUMENTS

BASE SHEET

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS 08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

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

2X10 WOOD FASCIA. PAINT FINISH

WOOD BLOCK

CORRUGATED METAL ROOF 12

6 ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT TRIM. PLASTER FINISH OVER HIGH DENSITY FOAM

10' - 8"

CNTR.ROOF ON DOOR

CNTR. ROOF ON DOOR

CONSULTANT:

TOP OF WALL 20' - 8"

DRAWN BY: MBM REVIEWED BY:

PLASTER FINISH. SEE SPECS WOOD RAILING

MDH PROJECT MGR:

. U. S

7 A4.14

WOOD PORCH WITH WOOD BRACKET SUPPORTS

JNS

T.O. SLAB SECOND FLOOR 10' - 8"

8" 8"

1' - 0"

1' - 4"

POND BAY

PRECAST WALL CAP

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

9' - 0"

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

WOOD CAP

8' - 0"

9 A4.14

7 A4.14

1X4 T&G WOOD SIDING (TYP.)

RG IN ISLA

PROJECT:

8X8 P.T. WOOD COLUMN

T.O. SLAB FIRST FLOOR 0"

THERESA S. ROBERTS 466 - A

1/2" RECESS

4 A4.13

RED ARCH E T

CT ITE

WESTERN CEDAR EZ RAIL DECK RAIL SYSTEM BY WOODWAY,OR APPROVED EQUAL

SEAL:

REGIS

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

PROJECT ID: 050-07-1

4 A4.13

OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

STONE VENEER (TYP.)

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830 BUILDING NAME: STONE VENEER TO CONCRETE COLUMN

CLUB HOUSE & HILL SIDE VILLA BLDG. J, L, M, P & ADA UNITS SHEET TITLE:

CONCRETE COLUMN BASE WOOD LATTICE ON PLASTER FINISH

EXTERIOR ELEVATIONS

ELEVATION 1/4" = 1'-0"

SHEET NUMBER:

A3.04

NOTES 1. GC TO VERIFY ALTERNATE ELEVATION DETAILS IN THE FIELD WITH ARCHITECT 2. EXTERIOR FINISH COLORS TO MATCH MARTIN SENOUR PAINT # BELOW BLDG G UNIT 1 & 2 (BAROQUE DESIGN) : 319-5 UNIT 3 & 4 (TRADITIONAL DESIGN) : 324-5 BLDG N UNIT 1 & 2 (BAROQUE DESIGN) : 312-5 UNIT 3 & 4 (TRADITIONAL DESIGN) : 313-5 12 6

12 6

1.5

TOP OF WALL 20' - 8"

T.O. SLAB SECOND FLOOR 10' - 8"

T.O. SLAB FIRST FLOOR 0" 8 7 6

SEE ELEVATION 1/A3.01 FOR ALL NOTES, DIMENSIONS AND DETAILS

ELEVATION 1/4" = 1'-0"

02.27.09 11.18.08 09.18.08 09.04.08

ELEVATION CHANGES ALTERNATE ELEVATIONS VE CONSTRUCTION DOCUMENTS

BASE SHEET

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS

08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

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

12 6

1.5

SEAL:

TOP OF WALL 20' - 8" MBM REVIEWED BY:

PROJECT MGR:

. U. S

MDH

JNS

THERESA S. ROBERTS 466 - A

CT ITE

DRAWN BY:

RED ARCH E T

CONSULTANT:

REGIS

RG IN ISLA

PROJECT:

POND BAY

T.O. SLAB SECOND FLOOR 10' - 8"

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:

T.O. SLAB FIRST FLOOR 0" SEE ELEVATION 1/A3.03 FOR ALL NOTES, DIMENSIONS AND DETAILS

CLUB HOUSE & HILL SIDE VILLA BLDG. G SHEET TITLE:

EXTERIOR ELEVATIONS SHEET NUMBER:

ELEVATION 1/4" = 1'-0"

A3.05

2 A3.14

BLDG N UNIT 1 & 2 (BAROQUE DESIGN) : 312-5 UNIT 3 & 4 (TRADITIONAL DESIGN) : 313-5

1 A3.14

12 6

TOP OF WALL 20' - 8"

T.O. SLAB SECOND FLOOR 10' - 8"

T.O. SLAB FIRST FLOOR 0" 8 7 6

ALIGN

NOTE: SEE ELEVATION 1/A3.02 (UNITS 1&2) FOR ADDITIONAL INFORMATION

NOTE: SEE DETAIL 4/A4.12 FOR CONCRETE DECK CONDITION ON BUILDINGS FGHJM&N

ELEVATION

NOTE: SEE ELEVATION 1/A3.04 (UNITS 3&4) FOR ADDITIONAL INFORMATION

A3.14

1/4" = 1'-0"

02.27.09 11.18.08 09.18.08 09.04.08

ELEVATION CHANGES ALTERNATE ELEVATIONS VE CONSTRUCTION DOCUMENTS

BASE SHEET

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS

08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

SPRINGLINE ARCHITECTS, L.L.C. 6100 RED HOOK QUARTERS, SUITE E2-1 ST. THOMAS, VI 00802 Tel. (340) 777-2345 www.springlinearchitects.com 12

12 6 CONSULTANT:

10' - 8" CNTR. ROOF ON DOOR

CNTR. ROOF ON DOOR

10' - 8" CNTR. ROOF ON DOOR

CNTR. ROOF ON DOOR

TOP OF WALL 20' - 8"

PROJECT MGR:

. U. S

MDH

JNS

T.O. SLAB SECOND FLOOR 10' - 8"

THERESA S. ROBERTS 466 - A

REVIEWED BY:

MBM

RED ARCH E T

CT ITE

DRAWN BY:

REGIS

SEAL:

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

T.O. SLAB FIRST FLOOR 0" NOTE: SEE ELEVATION 2/A3.04 (UNITS 1&2) FOR ADDITIONAL INFORMATION

BUILDING NAME:

NOTE: SEE ELEVATION 2/A3.02 (UNITS 3&4) FOR ADDITIONAL INFORMATION

CLUB HOUSE & HILL SIDE VILLA BLDG. G SHEET TITLE:

EXTERIOR ELEVATIONS

ELEVATION 1/4" = 1'-0"

SHEET NUMBER:

A3.06

NOTES 1. GC TO VERIFY ALTERNATE ELEVATION DETAILS IN THE FIELD WITH ARCHITECT 2. EXTERIOR FINISH COLORS TO MATCH MARTIN SENOUR PAINT # BELOW 1

BLDG K UNIT 1 & 2 (BAROQUE DESIGN) : 312-5

A3.15

1.5

TOP OF WALL 20' - 8"

T.O. SLAB SECOND FLOOR 10' - 8"

T.O. SLAB FIRST FLOOR 0" SEE ELEVATION 2/A3.01(SIM) FOR ALL NOTES, DIMENSIONS AND DETAILS

ELEVATION 1/4" = 1'-0"

02.27.09 11.18.08 09.19.08 09.04.08 08.25.08

8 7

08.15.08 08.12.08 07.21.08 06.20.08 6 05.22.08 05.19.08 5 05.12.08 02.25.08 02.19.08 REV. DATE

1 A3.15

ELEVATION CHANGES ALTERNATE ELEVATIONS 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

CONSULTANT:

DRAWN BY: MBM REVIEWED BY:

PROJECT MGR:

. U. S

MDH

JNS

RED ARCH E T

THERESA S. ROBERTS 466 - A

CT ITE

T.O. SLAB SECOND FLOOR 10' - 8"

SEAL:

DATE:

1.5

TOP OF WALL 20' - 8"

REGIS

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

T.O. SLAB FIRST FLOOR 0"

PROJECT ID: 050-07-1 OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

SEE ELEVATION 2/A3.01(SIM) FOR ALL NOTES, DIMENSIONS AND DETAILS

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

ELEVATION 1/4" = 1'-0"

BUILDING NAME:

CLUB HOUSE & HILL SIDE VILLA BLDG. K SHEET TITLE:

EXTERIOR ELEVATIONS 8 SHEET NUMBER:

A3.07

TOP OF WALL 20' - 8"

T.O. SLAB SECOND FLOOR 10' - 8"

T.O. SLAB FIRST FLOOR 0" ALIGN

SEE ELEVATION 1/A3.02 (UNITS 1&2) FOR ALL NOTES, DIMENSIONS AND DETAILS

02.27.09 11.18.08 09.19.08 09.04.08 08.25.08

8 7

ELEVATION 1/4" = 1'-0"

08.15.08 08.12.08 07.21.08 06.20.08 6 05.22.08 05.19.08 5 05.12.08 02.25.08 02.19.08 REV. DATE

ELEVATION CHANGES ALTERNATE ELEVATIONS 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

CONSULTANT: 10' - 8" CNTR. ROOF ON DOOR

CNTR. ROOF ON DOOR

TOP OF WALL 20' - 8" SEAL:

PROJECT MGR:

T.O. SLAB SECOND FLOOR 10' - 8"

. U. S

MDH 12

JNS

THERESA S. ROBERTS 466 - A

REVIEWED BY:

MBM

RED ARCH E T

CT ITE

DRAWN BY:

REGIS

DATE:

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

T.O. SLAB FIRST FLOOR 0"

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

SEE ELEVATION 2/A3.02 (UNITS 1&2) FOR ALL NOTES, DIMENSIONS AND DETAILS

CLUB HOUSE & HILL SIDE VILLA BLDG. K SHEET TITLE:

ELEVATION 1/4" = 1'-0"

EXTERIOR ELEVATIONS 8 SHEET NUMBER:

A3.08

1 A3.12

WOOD TRUSS. SEE STRUCTURAL DRAWINGS

CORRUGATED METAL ROOF R-25 UNFACED INSULATION (TYP.)

SEE INTERIOR DESIGN DRAWINGS FOR CEILING FINISHES, HEIGHTS AND DETAILS

TOP OF WALL 20' - 8"

SEE INTERIOR DESIGN DRAWINGS FOR INTERIOR DOORS, CASING AND TRIM DETAILS

2 A4.01

T.O. SLAB SECOND FLOOR 10' - 8"

SLAB ON GRADE. SEE STRUCTURAL DRAWINGS SLAB ON GRADE. SEE STRUCTURAL DRAWINGS

T.O. SLAB FIRST FLOOR 0" 14 A4.11

GRADE VARIES. TO SLOPE AWAY FROM BUILDING 8 7 6

02.27.09 11.18.08 09.18.08 09.04.08

ELEVATION CHANGES ALTERNATE ELEVATIONS VE CONSTRUCTION DOCUMENTS

BASE SHEET

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS

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

08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

WOOD TRUSS. SEE STRUCTURAL DRAWINGS

CORRUGATED METAL ROOF

R-25 UNFACED INSULATION (TYP.)

SPRINGLINE ARCHITECTS, L.L.C.

SEE INTERIOR DESIGN DRAWINGS FOR CEILING FINISHES, HEIGHTS AND DETAILS

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

CONSULTANT:

TOP OF WALL 20' - 8"

1 A4.03 2 A4.02

PROJECT MGR:

. U. S

MDH

JNS

THERESA S. ROBERTS 466 - A

REVIEWED BY:

MBM

RED ARCH E T

CT ITE

DRAWN BY:

T.O. SLAB SECOND FLOOR 10' - 8"

REGIS

SEAL:

RG IN ISLA

PROJECT:

POND BAY

SLAB ON GRADE. SEE STRUCTURAL DRAWINGS

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

T.O. SLAB FIRST FLOOR 0"

PROJECT ID: 050-07-1 OWNER:

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

SECTION 1/4" = 1'-0"

BUILDING NAME:

CLUB HOUSE & HILL SIDE VILLA BLDG. F, H, N & R SHEET TITLE:

BUILDING SECTIONS SHEET NUMBER:

A3.11

1 A3.11

WOOD TRUSS. SEE STRUCTURAL DRAWINGS

SEE INTERIOR DESIGN DRAWINGS FOR CEILING FINISHES, HEIGHTS AND DETAILS

R-25 UNFACED INSULATION (TYP.)

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

2 HR FIRE SEPARATION BETWEEN UNITS TO UNDERSIDE OF ROOF

T.O. SLAB SECOND FLOOR 10' - 8" 11 A4.11

SLAB ON GRADE. SEE STRUCTURAL DRAWINGS

T.O. SLAB FIRST FLOOR 0" CONCRETE FOUNDATION. SEE STRUCTURAL DRAWINGS

8 7 6

VE CONSTRUCTION DOCUMENTS

BASE SHEET

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS 08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

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

CONSULTANT:

SEAL:

REVIEWED BY:

PROJECT MGR:

. U. S

MDH

JNS

THERESA S. ROBERTS 466 - A

MBM

CT ITE

DRAWN BY:

RED ARCH E T

1/4" = 1'-0"

ELEVATION CHANGES ALTERNATE ELEVATIONS

REGIS

SECTION

02.27.09 11.18.08 09.18.08 09.04.08

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:

CLUB HOUSE & HILL SIDE VILLA BLDG. F, H, N & R SHEET TITLE:

BUILDING SECTIONS SHEET NUMBER:

A3.12

WOOD TRUSS. SEE STRUCTURAL DRAWINGS

CORRUGATED METAL ROOF R-25 UNFACED INSULATION (TYP.)

SEE INTERIOR DESIGN DRAWINGS FOR CEILING FINISHES, HEIGHTS AND DETAILS

TOP OF WALL 20' - 8"

SEE INTERIOR DESIGN DRAWINGS FOR INTERIOR DOORS, CASING AND TRIM DETAILS

A4.06

T.O. SLAB SECOND FLOOR 10' - 8" 1 A4.06

2 A4.05

8"X8" C.I.P. CONCRETE COLUMN WITH STONE VENEER

SLAB ON GRADE. SEE STRUCTURAL DRAWINGS SLAB ON GRADE. SEE STRUCTURAL DRAWINGS

T.O. SLAB FIRST FLOOR 0"

GRADE VARIES. TO SLOPE AWAY FROM BUILDING 8 7 6

02.27.09 11.18.08 09.18.08 09.04.08

ELEVATION CHANGES ALTERNATE ELEVATIONS VE CONSTRUCTION DOCUMENTS

BASE SHEET

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS

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

WOOD TRUSS. SEE STRUCTURAL DRAWINGS

08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

CORRUGATED METAL ROOF

R-25 UNFACED INSULATION (TYP.)

SPRINGLINE ARCHITECTS, L.L.C.

SEE INTERIOR DESIGN DRAWINGS FOR CEILING FINISHES, HEIGHTS AND DETAILS

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

CONSULTANT:

TOP OF WALL 20' - 8"

2 A4.04

SEAL:

PROJECT MGR:

. U. S

MDH

JNS

WESTERN CEDAR EZ RAIL DECK RAIL SYSTEM BY WOODWAY,OR APPROVED EQUAL

THERESA S. ROBERTS 466 - A

REVIEWED BY:

MBM

RED ARCH E T

CT ITE

DRAWN BY:

T.O. SLAB SECOND FLOOR 10' - 8"

REGIS

1 A4.05

RG IN ISLA

PROJECT:

POND BAY

SLAB ON GRADE. SEE STRUCTURAL DRAWINGS

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

T.O. SLAB FIRST FLOOR 0"

PROJECT ID: 050-07-1 OWNER:

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

SECTION CONCRETE FOUNDATION. SEE STRUCTURAL DRAWINGS

1/4" = 1'-0"

BUILDING NAME:

CLUB HOUSE & HILL SIDE VILLA BLDG. J, L, M, P & ADA UNITS SHEET TITLE:

BUILDING SECTIONS SHEET NUMBER:

A3.13

TOP OF WALL 20' - 8"

T.O. SLAB SECOND FLOOR 10' - 8"

T.O. SLAB FIRST FLOOR 0"

8 7 6

02.27.09 11.18.08 09.18.08 09.04.08

ELEVATION CHANGES ALTERNATE ELEVATIONS VE CONSTRUCTION DOCUMENTS

BASE SHEET

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS

NOTE: SEE 2/A3.13(SIM) FOR ADDITIONAL INFORMATION

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

08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

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

CONSULTANT:

TOP OF WALL 20' - 8"

PROJECT MGR:

. U. S

MDH

JNS

THERESA S. ROBERTS 466 - A

REVIEWED BY:

MBM

RED ARCH E T

CT ITE

DRAWN BY:

T.O. SLAB SECOND FLOOR 10' - 8"

REGIS

SEAL:

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

T.O. SLAB FIRST FLOOR 0"

PROJECT ID: 050-07-1 OWNER:

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

SECTION 1/4" = 1'-0" NOTE: SEE 2/A3.11(SIM) FOR ADDITIONAL INFORMATION

BUILDING NAME:

CLUB HOUSE & HILL SIDE VILLA BLDG. G SHEET TITLE:

BUILDING SECTIONS SHEET NUMBER:

A3.14

R-25 FOIL FACED INSULATION (TYP.)

WOOD TRUSS. SEE STRUCTURAL DRAWINGS

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

2 HR FIRE SEPARATION BETWEEN UNITS TO UNDERSIDE OF ROOF

T.O. SLAB SECOND FLOOR 10' - 8" 5 A4.11

SLAB ON GRADE. SEE STRUCTURAL DRAWINGS

T.O. SLAB FIRST FLOOR 0" CONCRETE FOUNDATION. SEE STRUCTURAL DRAWINGS

02.27.09 11.18.08 09.19.08 09.04.08 08.25.08

8 7

08.15.08 08.12.08 07.21.08 06.20.08 6 05.22.08 05.19.08 5 05.12.08 02.25.08 02.19.08 REV. DATE

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS BID SET BASE SHEET SUBMISSION

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:

Author REVIEWED BY:

PROJECT MGR:

. U. S

Checker

Approver

THERESA S. ROBERTS 466 - A

CT ITE

DRAWN BY:

RED ARCH E T

VE CONSTRUCTION DOCUMENTS

BASE SHEET BASE SHEET-FURRED WALLS/ COORD WINDOW OPENINGS

1/4" = 1'-0"

ALTERNATE ELEVATIONS

REGIS

SECTION

ELEVATION CHANGES

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:

CLUB HOUSE & HILL SIDE VILLA BLDG. K SHEET TITLE:

BUILDING SECTIONS SHEET NUMBER:

A3.15

CMU WALL. SEE STRUCTURAL DRAWINGS T&G TO FACE OF DROPPED CEILING 1 A4.01

WOOD TRUSS. (3) 3X8 VERTICAL AND ANGLED AS SHOWN. CENTER 3X8 TO EXTEND BETWEEN TOP AND BOTTOM CHORDS. EXTERIOR 3X8s TO BE CUT TO FIT

CORRUGATED METAL ROOF CORRUGATED METAL ROOF 2X12 WOOD FASCIA. PAINT FINISH

INTERIOR

T&G TO FACE OF DROPPED CEILING

T&G CEILING

0째 30.0

60 .00 째

WOOD TRUSS. (3) 3X8 VERTICAL AND ANGLED AS SHOWN. CENTER 3X8 TO EXTEND BETWEEN TOP AND BOTTOM CHORDS. EXTERIOR 3X8s TO BE CUT TO FIT

8 7 6

2X10 WOOD FASCIA BEYOND 2X12 WOOD FASCIA. PAINT FINISH

08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

8'-7"

B.O.BEAM

B.O. BEAM

ELEVATION CHANGES ALTERNATE ELEVATIONS VE CONSTRUCTION DOCUMENTS

BASE SHEET

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS

6X12 P.T. WOOD BEAM. PAINT FINISH

02.27.09 11.18.08 09.18.08 09.04.08

3X8 ANGLED SUPPORTS

8X8 P.T. WOOD COLUMN 8X8 P.T. WOOD COLUMN COUNTERSINK FOR S.S. 3/4" THRU BOLT AND WASHERS

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

1/2" DIA. ROUTERED CORNER (TYP.) PLASTER FINISH. SEE SPECS

SPRINGLINE ARCHITECTS, L.L.C.

CUT 3/4" SEAT FOR SUPPORT

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

9' - 6"

1/2" DIA. ROUTERED CORNER (TYP.)

STONE VENEER CONSULTANT: WOOD TRIM WOOD TRIM

1X WOOD BOX ON 2X4 FRAMING 1X WOOD BOX ON 2X4 FRAMING

SEAL:

REVIEWED BY: JNS PROJECT MGR:

T.O. SLAB FIRST FLOOR 0"

. U. S

1X6 WOOD BASE. OFFSET 1/4" FROM FINISHED FLOOR

JNS

T.O. SLAB FIRST FLOOR 0"

THERESA S. ROBERTS 466 - A

MBM

DRAWN BY:

RED ARCH E T

CT ITE

TILE FLOOR ON SLAB ON GRADE

REGIS

TILE FLOOR ON SLAB ON GRADE

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:

WALL SECTION 1" = 1'-0"

CLUB HOUSE & HILL SIDE VILLA BLDG. F, H, N & R SHEET TITLE:

WALL SECTIONS SHEET NUMBER:

A4.01

6 A4.11

CORRUGATED METAL ROOF

TOP OF WALL 20' - 8"

CORRUGATED METAL ROOF 1X WOOD FASCIA. GINGERBREAD CUT.PAINT FINISH

8 A4.11

5 A4.11 1X WOOD FASCIA. GINGERBREAD CUT.PAINT FINISH 3.5X14 PSL BEAM

3.5X14 PSL BEAM

3X8 P.T. WOOD RAFTER

PLASTER FINISH TO CEILING

3X8 ANGLED SUPPORTS

CMU WALL. SEE STRUCTURAL DRAWINGS 8' - 0"

8X8 P.T. WOOD COLUMN

PRECAST WALL CAP

3 A4.17

5/4X4 T&G DECKING 3' - 0"

5/4X4 T&G DECKING

9 A4.11 8 7 6 PITCH 1/8" PER FOOT

T.O. SLAB SECOND FLOOR 10' - 8"

PITCH 1/8" PER FOOT

ELEVATION CHANGES ALTERNATE ELEVATIONS VE CONSTRUCTION DOCUMENTS

BASE SHEET

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS 08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

1X WOOD FASCIA. GINGERBREAD CUT.PAINT FINISH

CONCRETE LEDGE

02.27.09 11.18.08 09.18.08 09.04.08

2X12 WOOD JOIST. EVENLY SPACED, MAX. SPACING PER STRUCTURAL DRAWINGS 4 A4.11 2X12 WOOD LEDGER

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

3X8 ANGLED SUPPORTS

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

CMU WALL. SEE STRUCTURAL DRAWINGS

CONSULTANT: WOOD RAILING

STONE VENEER (TYP.) WOOD RAILING

PROJECT MGR:

. U. S

MDH 2X12 WOOD JOIST. EVENLY SPACED, MAX. SPACING PER STRUCTURAL DRAWINGS

JNS

THERESA S. ROBERTS 466 - A

REVIEWED BY:

MBM

5/4X4 T&G DECKING

RED ARCH E T

CT ITE

DRAWN BY:

REGIS

SEAL:

RG IN ISLA

5/4X4 T&G DECKING PROJECT:

POND BAY

10 A4.11 PITCH 1/8" PER FOOT

T.O. SLAB FIRST FLOOR 0"

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

T.O. SLAB FIRST FLOOR 0"

PITCH 1/8" PER FOOT

PROJECT ID: 050-07-1 OWNER:

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

3.5X14 PSL BEAM

BUILDING NAME:

CLUB HOUSE & HILL SIDE VILLA BLDG. F, H, N & R SHEET TITLE:

WALL SECTIONS SHEET NUMBER:

A4.02

WALL SECTION 1" = 1'-0"

2 A4.03 C.I.P. GABLE END WITH STONE VENEER CORRUGATED METAL ROOF

PRECAST WALL CAP

C.I.P. WALL CAP 8 7 6

3x8 RAFTERS EVENLY SPACED

2X10 WOOD FASCIA. PAINT FINISH

17 A4.11

08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

SOLDIER COURSE BRICK WORK. BRICK TO BE FLUSH WITH STONE VENEER

7'-11 1/2"

ELEVATION CHANGES ALTERNATE ELEVATIONS VE CONSTRUCTION DOCUMENTS

BASE SHEET

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS

C.I.P. GABLE END WITH STONE VENEER

6X12 P.T. WOOD BEAM. PAINT FINISH

02.27.09 11.18.08 09.18.08 09.04.08

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

B.O. BEAM 7'-11 1/2"

B.O. BEAM

SLEEPER COURSE BRICK ON ARCH

SPRINGLINE ARCHITECTS, L.L.C.

T&G ARCHED CEILING

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

6X12 P.T. WOOD BEAM. PAINT FINISH

T&G ARCHED CEILING SOLDIER COURSE BRICK WORK. BRICK TO BE FLUSH WITH STONE VENEER

CONSULTANT: 10"x10" C.I.P. CONCRETE COLUMN WITH STONE VENEER

PLASTER FINISH. SEE SPECS R 11' - 5"

PRECAST WALL CAP SEAL:

R 11

PROJECT MGR: Approver

THERESA S. ROBERTS 466 - A

Checker

. U. S

TILE FLOOR ON SLAB ON GRADE

'-5

REVIEWED BY:

Author

RED ARCH E T

CT ITE

DRAWN BY:

REGIS

10"x10" C.I.P. CONCRETE COLUMN WITH STONE VENEER

RG IN ISLA

TILE FLOOR ON SLAB ON GRADE PROJECT:

POND BAY

GRADE VARIES. TO SLOPE AWAY FROM BUILDING

T.O. SLAB FIRST FLOOR 0"

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

T.O. SLAB FIRST FLOOR 0"

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:

CLUB HOUSE & HILL SIDE VILLA BLDG. F, H, N & R SHEET TITLE:

WALL SECTIONS

WALL SECTION 1" = 1'-0"

SHEET NUMBER:

A4.03

1 A4.04

CORRUGATED METAL ROOF CORRUGATED METAL ROOF

3x8 RAFTERS EVENLY SPACED 2X12 WOOD FASCIA. PAINT FINISH

2X10 WOOD FASCIA BEYOND

INTERIOR

3x8 RAFTERS EVENLY SPACED

WOOD LATTICE ON PLASTER FINISH 2X12 WOOD FASCIA. PAINT FINISH

WOOD BLOCK

B.O. BEAM

8 7 6

B.O. BEAM 8'-7"

8'-7"

6X12 P.T. WOOD BEAM. PAINT FINISH STAINLESS STEEL BRACKET WITH (2) COATS MARINE GRADE PRIMER AND (2) COATS OIL PAINT TO MATCH PLASTER

ELEVATION CHANGES ALTERNATE ELEVATIONS VE CONSTRUCTION DOCUMENTS

BASE SHEET

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS

2X WOOD SOFFIT. PAINT FINISH

08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

6X12 P.T. WOOD BEAM. PAINT FINISH

T&G CEILING T&G CEILING PLASTER FINISH. SEE SPECS

8X8 P.T. WOOD COLUMN

02.27.09 11.18.08 09.18.08 09.04.08

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

PLASTER FINISH. SEE SPECS

4X4 P.T. WOOD IN BETWEEN COLUMNS @ 1'-0" O.C.

SPRINGLINE ARCHITECTS, L.L.C. WOOD CAP

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

1' - 0" O.C.

WOOD CAP

1X4 T&G WOOD SIDING (TYP.) CONSULTANT:

CONCRETE COLUMN BASE

1X4 T&G WOOD SIDING (TYP.)

TILE FLOOR ON SLAB ON GRADE TILE FLOOR ON SLAB ON GRADE GRADE VARIES. TO SLOPE AWAY FROM BUILDING

MBM REVIEWED BY:

PROJECT MGR:

. U. S

MDH

JNS

THERESA S. ROBERTS 466 - A

DRAWN BY:

RED ARCH E T

T.O. SLAB FIRST FLOOR 0"

CT ITE

T.O. SLAB FIRST FLOOR 0"

REGIS

SEAL:

RG IN ISLA

PROJECT:

POND BAY

CONCRETE FOUNDATION. SEE STRUCTURAL DRAWINGS

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:

WALL SECTION 1" = 1'-0"

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

CLUB HOUSE & HILL SIDE VILLA BLDG. J, L, M, P & ADA UNITS SHEET TITLE:

WALL SECTIONS SHEET NUMBER:

A4.04

6 A4.11

CORRUGATED METAL ROOF

TOP OF WALL 20' - 8"

CORRUGATED METAL ROOF

1X WOOD FASCIA. GINGERBREAD CUT.PAINT FINISH

8 A4.11

5 A4.11 1X WOOD FASCIA. GINGERBREAD CUT.PAINT FINISH

3.5X14 PSL BEAM

WOOD RAFTER. SEE STRUCTURAL DRAWINGS

3X8 P.T. WOOD RAFTER

PLASTER FINISH TO CEILING

CMU WALL. SEE STRUCTURAL DRAWINGS

3 A4.16

8' - 0"

8X8 P.T. WOOD COLUMN

WESTERN CEDAR EZ RAIL DECK RAIL SYSTEM BY WOODWAY,OR APPROVED EQUAL SEE DETAIL 3/A4.14

5/4X4 T&G DECKING 3' - 0"

5/4X4 T&G DECKING

8 7 6

9 A4.11

02.27.09 11.18.08 09.18.08 09.04.08

ELEVATION CHANGES ALTERNATE ELEVATIONS VE CONSTRUCTION DOCUMENTS

BASE SHEET

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS

T.O. SLAB SECOND FLOOR 10' - 8"

PITCH 1/8" PER FOOT

08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

PITCH 1/8" PER FOOT

1X WOOD FASCIA. GINGERBREAD CUT.PAINT FINISH 1X WOOD FASCIA. GINGERBREAD CUT.PAINT FINISH

4 A4.11

2X12 WOOD JOIST. EVENLY SPACED, MAX. SPACING PER STRUCTURAL DRAWINGS

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

15 A4.11 2X12 WOOD LEDGER

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

CMU WALL. SEE STRUCTURAL DRAWINGS CONSULTANT:

1/2" DIA. ROUTERED CORNER (TYP.) WESTERN CEDAR EZ RAIL DECK RAIL SYSTEM BY WOODWAY,OR APPROVED EQUAL

1X1 MOSAIC TILE

SEAL:

PROJECT MGR:

. U. S

MDH 5/4X4 T&G DECKING

JNS 2X12 WOOD JOIST. EVENLY SPACED, MAX. SPACING PER STRUCTURAL DRAWINGS 5/4X4 T&G DECKING

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

TRIM. PLASTER FINISH OVER HIGH DENSITY FOAM. SEE SPECIFICATIONS

T.O. SLAB FIRST FLOOR 0"

PITCH 1/8" PER FOOT

RG IN ISLA

PROJECT:

10 A4.11

T.O. SLAB FIRST FLOOR 0"

THERESA S. ROBERTS 466 - A

REVIEWED BY:

MBM

RED ARCH E T

CT ITE

DRAWN BY:

REGIS

WOOD RAILING

PROJECT ID: 050-07-1 PITCH 1/8" PER FOOT

OWNER:

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

CLUB HOUSE & HILL SIDE VILLA BLDG. J, L, M, P & ADA UNITS

3.5X14 PSL BEAM

C.I.P. PIER. PLASTER FINISH. ALIGNG TOPS OF PIERS

SHEET TITLE:

C.I.P. PIER. PLASTER FINISH. ALIGNG TOPS OF PIERS

WALL SECTIONS CONCRETE FOUNDATION. SEE STRUCTURAL DRAWINGS SHEET NUMBER:

WALL SECTION 1" = 1'-0"

A4.05

3X8 P.T. WOOD RAFTER

A3.13

CORRUGATED METAL ROOF

2 A4.06

3X8 P.T. WOOD RAFTER

INTERIOR CORRUGATED METAL ROOF

PLASTER FINISH. SEE SPECS

8 7 6

FLASHING (TYP.)

02.27.09 11.18.08 09.18.08 09.04.08

ELEVATION CHANGES ALTERNATE ELEVATIONS VE CONSTRUCTION DOCUMENTS

BASE SHEET

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS CONCRETE BEAM

CONCRETE BEAM B.O. T&G 9'-6" B.O. CONCRETE BEAM

B.O. BEAM 9'-0"

9'-0"

08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

4" CROWN MOLDING T.O. CAPITAL 8'-0"

SPRINGLINE ARCHITECTS, L.L.C.

T&G CEILING

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

T&G CEILING

STONE VENEER TO CONCRETE COLUMN

CONSULTANT:

PRECAST WALL CAP

PLASTER FINISH. SEE SPECS

PROJECT MGR:

. U. S

MDH

JNS

THERESA S. ROBERTS 466 - A

REVIEWED BY:

MBM

STONE VENEER

RED ARCH E T

CT ITE

DRAWN BY:

REGIS

SEAL:

PLASTER FINISH. SEE SPECS

RG IN ISLA

PROJECT:

POND BAY TILE FLOOR ON SLAB ON GRADE

TILE FLOOR ON SLAB ON GRADE

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

T.O. SLAB FIRST FLOOR 0"

OWNER:

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

CLUB HOUSE & HILL SIDE VILLA BLDG. J, L, M, P & ADA UNITS CONCRETE FOUNDATION. SEE STRUCTURAL DRAWINGS

SHEET TITLE:

WALL SECTIONS SHEET NUMBER:

WALL SECTION 1" = 1'-0"

A4.06

4 5/8" SCREWDRIVER OPERATED STUD CATCH

SEE TYP. EAVE DETAIL

22"X22" ACCESS HATCH 1/2" GWB 2' - 0"

GALVANIZED BEADED FRAME. PAINT FINISH TO MATCH CLG. COLOR

DOUBLE WOOD STUDS

CAULK JT AT FLASHING BEHIND FASCIA

STUD LATCH

CONCEALED PIANO HINGE

FLASHING W/ FOAM CLOSURE, FINISH TO MATCH ROOF

2" 3 5/8" WIDE LT. GAUGE METAL STUDS @ 24" O.C.

2' - 0"

BASE BOARD. SEE INTERIOR DESIGN DRAWINGS

1' - 10"

GALVANIZED BEADED FRAME. PAINT FINISH TO MATCH CLG. COLOR

FLUSH DRYWALL ACCESS DOOR - MODEL KDW OR APPROVED EQUAL KARP ASSOCIATES, INC. 54-54 43RD ST. MASPETH, NY 11378 (718) 784.2105 PHONE (718) 784.9169 FAX

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

2x8 WOOD LEDGER

1 1/2" = 1'-0"

MAIN ROOF AT PORCH

TRUSS RIDGE

1 1/2" = 1'-0"

FINISH FLOOR 7"

WOOD TRUSS (SEE STRUCTURAL DWGS)

2x4 WOOD LEDGER

ATTIC ACCESS HATCH DETAIL

1 1/2" = 1'-0" CORRUGATED METAL ROOF

WOOD RAFTERS. SEE STRUCTURAL DRAWINGS

PRECAST CONCRETE PLANK. SEE STRUCTURAL DRAWINGS

ICE & WATER SHIELD OVER PLYWOOD

3/4X6 T&G DECKING CORRUGATED METAL ROOF

ALIGN FACE OF METAL STUD WITH FACE OF CONCRETE PLANK 1/2" GWB

UNFACED FIBERGLASS SOUND ATTENUATION BLANKET

5/8" PLYWOOD

FLASHING. PAINT FINISH TO MATCH ROOF CONTINUOUS FOAM CLOSURE STRIP (TYP.)

T.O. SLAB SECOND FLOOR 10' - 8"

7/8" HAT CHANNEL @ 24" OC ON CMU

1/2" GWB CONTINUOUS AT PARTI WALL

GUTTER FLASHING, PROVIDE FELT PAPER BETWEEN DISSIMILAR METALS

INTERIOR

1X4 WOOD RAKE. PAINT FINISH

CONT. 1/2" GWB

INT PARTITION REFER TO FL PLAN

1 _" 2

GWB

ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT

ROOF TRUSS

2X CUT TO FILL ANGLE. PAINT FINISH 6" WIDE LT. GAUGE METAL STUDS @ 24" O.C.

2x10 WOOD FASCIA, PAINT FINISH

CMU WALL. SEE STRUCTURAL DRAWINGS

BASE BOARD. SEE INTERIOR DESIGN DRAWINGS

WOOD BLOCK @ 1'-6" O.C. PAINT FINISH. (SHIPWRIGHT DESIGN ONLY)

1X10 WOOD FASCIA. GINGER BREAD CUT. PAINT FINISH

CONTINUOUS ACOUSTIC SEALANT (TYP. AT PERIMETER)

FIBER CEMENT TRIM

ACOUSTIC CAULK

3.5X14 PSL BEAM. PAINT FINISH

PLASTER FINISH

7/8" HAT CHANNEL @ 24" OC ON CMU

FINISH FLOOR

GWB ON 1x FURRING W/ CROWN MOULD

8X8 P.T. WOOD COLUMN

TYPE

FI-FOIL VR PLUS SHIELD STANDARD W/ VAPOR BARRIER CONTINUOUS AT INTERIOR SIDE OF ALL EXTERIOR WALLS

SECTION DETAIL @ STAIR OPENING 1 1/2" = 1'-0"

CMU PARTI WALL BETWEEN UNITS

RAKE DETAIL

1 1/2" = 1'-0"

TYPICAL EAVE

1 1/2" = 1'-0"

DOWNSPOUT 7/8" HAT CHANNEL @ 24" OC ON CMU

9 8 7 6

ROCK

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

FINISH GRADE 1 _" 2

ACOUSTIC CAULK CONTINUOUS AT PERIMETER & ALL PARTI WALL INTERSECTIONS

FI-FOIL VR PLUS SHIELD STANDARD W/ VAPOR BARRIER CONTINUOUS AT INTERIOR SIDE OF ALL EXTERIOR WALLS

CORRUGATED METAL ROOF

7/8" HAT CHANNEL @ 24" OC ON CMU

DRIP EDGE

EXTERIOR FINISH: BASE COAT: PAREX 210 ONE COAT PRIMER: PAREX 310 PRIMER TOP COAT: PAREX 426 FLEXFINE REFER TO SCHEDULE FOR COLOR

INTERIOR EXTERIOR

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

1X10 WOOD FASCIA. GINGERBREAD CUT. PAINT FINISH B.O. BEAM 18'-3"

PT PLY ON WOOD TRUSS, SEE STRUCTURAL DWGS

6x12 BEAM

ICE & WATER SHIELD W/ 18" OVERLAP, BOTH SIDES

18X18X18 PERFORATED COLLECTOR BOX # 1 STONE

TYP PARTI WALL PLAN 1 1/2" = 1'-0"

SPLASH BLOCK DETAIL

1 1/2" = 1'-0"

3X8 WOOD RAFTER ON 2x4 LEDGER. EVENLY SPACED. MAX 24" O.C.

EAVE AT PORCH

1 1/2" = 1'-0"

SOLID TOP W/EASED EDGES MARBLE TILE

GROUT BED CONCRETE CURB

0' - 4" 1 1/2" THICK MARBLE BULLNOSE

BASE SHEET

PITCH 1/8" PER FOOT

FLOOR TILE SEE ID SPEC

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

TRUSS VALLEY

1 1/2" = 1'-0"

CMU WALL BEYOND

FINISH FLOOR. SEE INTERIOR DESIGN DRAWINGS

RAILING DESIGN PER UNIT TYPE, COORD W ARCH'T

PLASTER FINISH

4x4 RAILING POST, LAG TO BEAM

5/4X4 T&G DECKING

10'-8"

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

CONSULTANT:

T.O. SLAB SECOND FLOOR 10' - 8"

T.O.S. (2ND FL)

4" MIN

3/4" 2X12 WOOD LEDGER

1X10 WOOD FASCIA. GINGERBREAD CUT. PAINT FINISH

PLASTER FINISH

GRADE PER CIVIL

2X4 WOOD LEDGER

6x12 BEAM BOLTED TO COLUMN, SEE STRUCTURAL 3"

08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

12" FLASHING WITH VALLEY RIDGE, FINISH TO MATCH ROOF

SEAL:

2X4 WOOD LEDGER

2X12WOOD JOIST @ 16" O.C.

LMO CMU WALL. SEE STRUCTURAL DRAWINGS

REVIEWED BY:

2X12 WOOD JOIST @ 16" O.C.

PRECAST CONCRETE PLANK. SEE STRUCTURAL DRAWINGS

SHOWER CURB SECTION DETAIL 3" = 1'-0"

BULLNOSE EDGE TILE @ SLAB 1 1/2" = 1'-0"

SECTION @ DECK

1 1/2" = 1'-0"

DECK @ CMU WALL

1 1/2" = 1'-0"

PROJECT MGR: JNS

CORRUGATED METAL ROOF

T.O.S. (1ST FL) PITCH 1/8" PER FOOT

3/4X6 T&G DECKING

OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC DRIP EDGE

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

1X10 WOOD FASCIA. GINGERBREAD CUT. PAINT FINISH 6x12 BEAM BOLTED TO COLUMN, SEE STRUCTURAL

BUILDING NAME:

CLUB HOUSE & HILL SIDE VILLA BLDG. F, G, H, J, K, L, M, N, P, R & ADA UNITS

B.O. BEAM 18'-3"

SHEET TITLE:

2X4 WOOD LEDGER

6x12 BEAM BEYOND

8x8 P.T. WOOD COLUMN.

CMU WALL. SEE STRUCTURAL DRAWINGS

CMU WALL

ARCHITECTURAL DETAILS

7 1/4"

2X12 WOOD JOIST @ 16" O.C.

SHEET NUMBER:

COL BEYOND CONCRETE PIER, SEE STRUCTURAL

SECTION @ TRIM 3" = 1'-0"

SECTION @ PORCH (FFLOOR)

1 1/2" = 1'-0" 9

POND BAY

PROJECT ID: 050-07-1

0'-0"

1X10 WOOD FASCIA. GINGERBREAD CUT. PAINT FINISH

MOSAIC TILE ON THINSET

RG IN ISLA

PROJECT:

ICE & WATER SHIELD

TRIM. PLASTER FINISH OVER HIGH DENSITY FOAM W/FIBERMESH

THERESA S. ROBERTS 466 - A

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

5/4x4 T&G DECKING 5/4x4 PERIMETER BOARD

. U. S

MDH

RED ARCH E T

CT ITE

DRAWN BY:

8x8 P.T. WOOD COLUMN.

3" = 1'-0"

ICE & WATER SHIELD

PARTITION TYPES

VE CONSTRUCTION DOCUMENTS

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS

3/4X6 T&G DECKING

0' - 3"

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

OWNER REQUESTED CHANGE ELEVATION CHANGES ALTERNATE ELEVATIONS

GWB (TYP)

CORRUGATED METAL ROOF

ALL PARTITIONS TO HAVE UNFACED FIBERGLASS SOUND ATTENUATION BLANKET TO THE MAX THICKNESS.

03.06.09 02.27.09 11.18.08 09.18.08 09.04.08

ICE & WATER SHIELD ON PT PLY, SEE STRUCTURAL DWGS

14 GAGE DOOR

SPECIFICATIONS: 1. FRAME SHALL BE 16 GAGE STEEL AND DOOR SHALL 14 GAGE STEEL. 2. OPTIONAL NEOPRENE GASKET AROUND FRAME (BETWEEN FRAME AND SHEETROCK) 3. HINGE SHALL BE CONCEALED, CONTINUOUS PIANO HINGE. 4. LOCKS SHALL BE ALLEN SCREW OPERATED WITH STAINLESS STEEL CAM AND STUDS, OR SHALL BE KEY OPERATED CYLINDER LOCK WITH AUTOMATIC DUST SHUTTER. 5. PROVIDE OPTIONAL SAFETY CHAIN 6. VERIFY SIZES AND REQUIREMENTS FROM MANUFACTURER

FINISH FLOOR

CORRUGATED METAL ROOFING

CONTINUOUS ACOUSTIC SEALANT (TYP. AT PERIMETER)

TYPE

OPTIONAL NEOPRENE GASKET AROUND FRAME

RIDGE CAP INSTALL PER MFR'S RECOMMENDATIONS

REGIS

UNFACED FIBERGLASS SOUND ATTENUATION BLANKET

1/4" HOLES

A4.11

3X8 WOOD RAFTER ON 2x4 LEDGER. EVENLY SPACED. MAX 24" O.C.

EAVE @ CMU WALL 1 1/2" = 1'-0"

SEE TYPICAL EAVE DETAIL FOR ROOFING INFORMATION 1X6 HARDY BOARD FASCIA & FLASHING P.T. WOOD LEDGER. SEE STRUCTURAL DRAWINGS CORRUGATED METAL ROOF, SCREWED INTO PURLINS ROOF TRUSS WOOD RAFTER. SEE STRUCTURAL DRAWINGS P.T. WOOD PURLINS @ 16" O.C. DOUBLE AT EAVE & RIDGE (TYP.) PAINT FINISH CMU WALL. SEE STRUCTURAL DRAWINGS

CONTINUOUS CLOSURE STRIP (TYP.) DRIP EDGE 1"

PRECAST WALL CAP

90.00째

3 A4.12 P.T. WOOD BEAM. PAINT FINISH. SEE STRUCTURAL DRAWINGS 2X4 @ 1'-0" O.C. WHERE OCCURS (SHIPWRIGHT DESIGN ONLY) 2X WOOD BRACE AT BOTH ENDS. PAINT FINISH ROUTE INSIDE CORNERS

SECTION B

DUR-A-WALL ANCHOR. SEE STRUCTURAL DRAWINGS

STONE VENEER

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

3X P.T. WOOD SUPPORT. SEE STRUCTURAL DRAWINGS. CUT TOP FLUSH W/ RAFTER CONNECTION PER STRUCTURAL DRAWINGS CMU WALL

GRADE - SLOPE AWAY FROM BUILDING

STEP DIMENSION PER CIVIL DRAWINGS

CONCRETE FOOTING. SEE STRUCTURAL DRAWINGS

TYPICAL RAILING

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

5/4 x 5" DECK 5/4 CONTINUOUS BORDER, MITERED

8 7 6

2X4 NAILER

HL79GPC @ CORNERS

PAINT FINISH: 1 COAT PRIMER 2 COATS SHERWIN WILLIAMS OR EQUAL REFER TO ID DWGS FOR COLORS

STONE VENEER

(4) 3/4" LAGS, COUNTERSUNK HL79GPC @ CORNERS, THRU BOLTED TO BLDG W 3/4" BOLTS & 3" WASHERS 6x10 DECK FRAME HUNG ON SST WMU 5.5/9.5 (BEYOND) 3x10 BRACKET, ROUTERED EDGE

VE CONSTRUCTION DOCUMENTS

BASE SHEET

08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

3/4" THRUBOLT TO BUILDING

7/8" HAT CHANNEL @ 24" O.C. INSTALL PERPENDICULAR TO GWB

SONNEBORN HYDROCIDE 700B BITUMINOUS COATING ATOP PAREX WEATHER SEAL BASE COAT - CONTINUOUS BEHIND STONE VENEER

SECTION A

SECTION C

2x4 NAILER

FI-FOIL VR PLUS SHIELD STANDARD W/ VAPOR BARRIER REFER TO MANUF FOR INSTALLATION INSTRUCTIONS

CONCRETE CAP

SPRINGLINE ARCHITECTS, L.L.C.

SST WMU 5.5/9.5

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

CONSULTANT:

CONC BASE W/ 1/2" REVEALS

1 1/2" THICK MARBLE BULLNOSE

Author REVIEWED BY: Checker PROJECT MGR:

. U. S

6' - 0"

B. RAILING SHALL BE ELIMINATED WHERE SLAB ON GRADE OCCURS, PROVIDED THE FINISH GRADE IS MAX. 12" BELOW TOP OF SLAB

DRAWN BY:

Approver

RED ARCH E T

THERESA S. ROBERTS 466 - A

CT ITE

TILE FLOOR ON SLAB ON GRADE

A. THIS CONDITION APPLIES ONLY WHEN FINISH GRADE IS LESS THAN 24" BELOW THE FINISH DECK/FLOOR

SEAL:

NOTES:

REGIS

3" = 1'-0"

FRAMING PLAN

TYP RESIDENTIAL EXTERIOR WALL SECTION

INTERIOR

EXTERIOR

10"

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

PLASTER FINISH GRADE PER CIVIL

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:

CLUB HOUSE & HILL SIDE VILLA

CONCRETE FOOTING. SEE STRUCTURAL DRAWINGS

BLDG. F, G, H, J, K, L, M, N, P, R & ADA UNITS

10' - 8"

BACK PORCH SLAB ON GRADE DETAIL 1 1/2" = 1'-0"

TYPICAL RAILING

ARCHITECTURAL DETAILS 5/4 x 5" DECK

5/4 CONTINUOUS BORDER, MITERED

3x10 JOISTS ON 2x4 NAILERS W/ (8)16d TOENAILS EACH END

6x10 DECK FRAME, MITERED

2X4 NAILER

(3) 3/4" THRUBOLT W/ 3" WASHERS

HL79GPC @ CORNERS, THRU BOLTED TO BLDG

2X4 NAILER

SHEET TITLE: HL79GPC @ CORNERS

CMU WALL REFER TO STRUCTURAL DWGS FOR SPECIFICATIONS

3x10 JOISTS

1/2" GWB DENS ARMOR PLUS - OR APPROVED EQUAL LEVEL 4 FINISH

CONTINUOUS CAULK JOINT: SONOLASTIC 150 OR APPROVED EQUAL COLOR TO MATCH CONC CAP

ELEVATION CHANGES ALTERNATE ELEVATIONS

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS

6x10 DECK FRAME

EXTERIOR FINISH: BASE COAT: PAREX 210 ONE COAT PRIMER: PAREX 310 PRIMER TOP COAT: PAREX 426 FLEXFINE REFER TO SCHEDULE FOR COLORS

02.27.09 11.18.08 09.18.08 09.04.08

SHEET NUMBER:

A4.12

SECTION @ PORCH 1" = 1'-0"

PLASTER FINISH OVER HIGH DENSITY FOAM W/ FIBERMESH. SEE SPECIFICATIONS

WALL BEYOND

A4.13 WINDOW FRAME (TYP.)

SEE TYPICAL EAVE DETAIL FOR ROOFING INFORMATION

2' - 8"

CONCRETE BEAM. SEE STRUCTURAL DRAWINGS

1X WOOD FASCIA. PAINT FINISH 4"

4" 6' - 8" GUTTER

TRIM @ 6'-0" WINDOW

1/2" RECESS BEYOND

4 1/2"

T&G CEILING

B.O. T&G 9'-6"

TRIM @ 2'-0" WINDOW

B.O. CONCRETE BEAM 9'-0"

OPEN BEYOND

T.O. CAPITAL 4"

8'-0" 4"

4 1/2"

DUR-A-WALL STRAPS

TRIM @ 2'-10" WINDOW

STONE VENEER

8 7 6

ELEVATION CHANGES ALTERNATE ELEVATIONS VE CONSTRUCTION DOCUMENTS

BASE SHEET

08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

C.I.P. COLUMN

2' - 4" 2 1/8"

CONCRETE COLUMN BASE CHAMFERED EDGE

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

ENTRY COLUMN SECTION DETAIL 1 1/2" = 1'-0"

1 A4.13

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

2" C.I.P. COLUMN

CONSULTANT:

COLUMN BASE BEYOND

8" STONE VENEER

2' - 4"

SEAL:

2' - 0"

REVIEWED BY:

PROJECT MGR:

2' - 4"

. U. S

MDH

JNS

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

1/2" REGLET CAULK

THERESA S. ROBERTS 466 - A

LMO

CT ITE

DRAWN BY:

RED ARCH E T

DUR-A-WALL STRAPS

REGIS

1 1/2" = 1'-0"

02.27.09 11.18.08 09.18.08 09.04.08

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS

2' - 0"

WINDOW TRIM ELEVATION DETAIL

TRIM @ 3'-4" WINDOW

4 1/2"

CONCRETE CAPITAL

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

FLASHING

OWNER: CORRUGATED METAL ROOF

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

PLYWOOD. SEE STRUCTURAL DRAWINGS

BUILDING NAME: CAULK

CLUB HOUSE & HILL SIDE VILLA BLDG. F, G, H, J, K, L, M, N, P, R & ADA UNITS SHEET TITLE:

WOOD RAFTER. SEE STRUCTURAL DRAWINGS

STANDARD DESIGN ARCHITECTURAL DETAILS C.I.P. WALL WITH PLASTER FINISH

SHEET NUMBER:

A4.13

T&G CEILING

ROOF DETAIL AT ENTRY 1 1/2" = 1'-0"

PLASTER FINISH OVER HIGH DENSITY FOAM W/ FIBERMESH. SEE SPECIFICATIONS

WINDOW FRAME (TYP.)

CAULK

4" 6' - 8"

4 1/2"

FLASHING WITH DRIP EDGE

2 1/2"

1 1/2"

WOOD CAP

PLASTER FINISH

TRIM @ 6'-0" WINDOW

CAULK

2' - 8"

1X4 T&G WOOD SIDING. PAINT FINISH 3/4" CMU WALL

TRIM @ 2'-0" WINDOW

4X4 P.T. WOOD IN BETWEEN COLUMNS @ 1'-0" O.C.

3" = 1'-0"

1' - 0" O.C.

WOOD CAP DETAIL

1X6 WOOD CAPITAL

4" P.T. WOOD COLUMN. PAINT FINISH

CMU WALL

4 1/2"

PLASTER FINISH

CONCEALED COLUMN ANCHOR, THRU BOLT

1X4 T&G WOOD SIDING. PAINT FINISH

3' - 11 1/2"

3' - 5 1/2" BEVEL CUT BOTTOM OF T&G

2 A4.14

CAULK

TRIM @ 2'-10" WINDOW

NON-SHRINK GROUT AS REQUIRED

WINDOW TRIM ELEVATION DETAIL 1 1/2" = 1'-0"

METAL FLASHING W / DRIP EDGE

5 1/2"

TRIM @ 3'-4" WINDOW

CONC BASE W/ 1/2" REVEALS

CAULK CMU WALL. SEE STRUCTURAL DRAWINGS

GRADE - SLOPE AWAY FROM BUILDING

8 7 6

EXG SLAB 10"

4 A4.14

BASE CONNECTION, SEE STRUCTURAL DRAWINGS

WOOD SIDING CLOSURE DETAIL1 3" = 1'-0" 10

CMU WALL. SEE STRUCTURAL DRAWINGS

SHIPWRIGHT ENTRY COLUMN SECTION DETAIL 1 1/2" = 1'-0"

A4.14

1x4 T&G WOOD SIDING. PAINT FINISH. ATTACH TO BLOCKING WITH S.S. NAILS. BLIND NAIL THRU TONGUE

4X4 P.T. WOOD IN BETWEEN COLUMNS @ 1'0" O.C.

CORRUGATED METAL ROOF

3' - 0"

END PIECE. CUT 1X4 SIDING TO FIT. NAIL TO BLOCKING

ELEVATION CHANGES ALTERNATE ELEVATIONS VE CONSTRUCTION DOCUMENTS

BASE SHEET

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS

WOOD CAP. PAINT FINISH

2X4 WOOD BLOCKING BEYOND

02.27.09 11.18.08 09.18.08 09.04.08

FLASHING. PAINT FINISH TO MATCH ROOF

08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

11 3/4" 8X8 P.T. WOOD COLUMN

CAULK

CONCRETE BASE W/ 1/2" REVEALS

2X12 WOOD FASCIA. PAINT FINISH

PLASTER FINISH

SPRINGLINE ARCHITECTS, L.L.C.

(2) 3X8 WOOD RAFTERS @ FASCIA

GRADE - SLOPE AWAY FROM BUILDING

11 3/4"

5 1/2"

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

1/4"X1" WOOD LATTICE @ 2" O.C. OVER 1/4" PLASTER FINISH NOTE:

3/4" OVERLAP END PIECE

PRIME EDGES, ENDS & BACK OF T&G BOARDS BEFORE INSTALLATION. SEE SPECIFICATIONS

1X4 T&G WOOD SIDING. PAINT FINISH

CONSULTANT:

CONCRETE FOOTING. SEE STRUCTURAL DRAWINGS

2" (TYP.)

PLASTER FINISH

ICE & WATER SHIELD

5 A4.14

2 1/4"

CAULK

7 1/4"

2X4 WOOD BLOCKING @ 12" O.C.

3/4" P.T. PLYWOOD 1X4 T&G (TYP.)

1 1/2" = 1'-0"

3" = 1'-0"

SHIPWRIGHT ENTRY COLUMN PLAN DETAIL1 1 1/2" = 1'-0"

REVIEWED BY:

PROJECT MGR:

. U. S

MDH

2X6 TOP RAIL. EASED EDGE. ATTACH FROM BELOW

2X12 WOOD FASCIA. PAINT FINISH

LMO

JNS

THERESA S. ROBERTS 466 - A

FASCIA DETAIL AT ENTRY

3" = 1'-0"

WOOD SIDING @ WALL1

RED ARCH E T

CT ITE

DRAWN BY:

WOOD SIDING PLAN DETAIL1

REGIS

SEAL:

RG IN ISLA

PROJECT: 1/4"X1" WOOD LATTICE @ 2" O.C. OVER 1/4" PLASTER FINISH

POND BAY 2X4 TOP & BOTTOM RAIL

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

3' - 2 3/4" (FIELD VERIFY)

4" 11 1/

3' - 0"

1' - 8 1/2"

2X10 WOOD FASCIA. PAINT FINISH 2X2 WOOD PICKETS EVENLY SPACED MAX. 4" CLEAR

PROJECT ID: 050-07-1 OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

WOOD COLUMN BEYOND

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

WESTERN CEDAR EZ RAIL DECK RAIL SYSTEM BY WOODWAY,OR APPROVED EQUAL

BUILDING NAME:

9 1/4"

6 1/2"

1' - 6 1/4"

CLUB HOUSE & HILL SIDE VILLA BLDG. F, G, H, J, K, L, M, N, P, R & ADA UNITS 4X4 WOOD POST @ 4'-0" O.C. NOTCHED AT BEAM AND CENTERED ON COLUMN. 2 LAG BOLTS PER POST

SHEET TITLE:

SHIPWRIGHT DESIGN ARCHITECTURAL DETAILS SHEET NUMBER:

10"

12' - 0"

A4.14

10" PSL BEAM. SEE STRUCTURAL DRAWINGS

13' - 8" (FIELD VERIFY)

DECORATIVE PATTERN @ ENTRY 1 1/2" = 1'-0"

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

8 3/4"

6 1/4"

10"

TOP OF WALL CAP BEYOND

CORRUGATED METAL ROOF

1"1" 1"1"

1" 1"

1/2"

1/2" REGLET & FLASHING

C.I.P. WALL CAP

PLASTER FINISH OVER HIGH DENSITY FOAM W/ FIBERMESH. SEE SPECIFICATIONS

SLOPE

2 1/2"

DRIP EDGE

10"

2 1/2"

STONE VENEER OR MASONRY TO MATCH WIDTH OF STONE WHERE NOT EXPOSED TO VIEW

T&G CEILING BEYOND

6X12 P.T. WOOD BEAM. PAINT FINISH. ATTACHED TO C.I.P. 6"

6" 6"

PRECAST WALL CAP

4 1/2"

3" 4 1/2"

4 1/2"

BRICK TO BE FLUSH WITH STONE

4' - 8"

TRIM @ 2'-0" WINDOW

TRIM @ 3'-4" WINDOW

7 3/4"

6 1/4"

TRIM @ 6'-0" WINDOW

C.I.P. COLUMN

6" STONE VENER TO CONCRETE COLUMN. USE DUR-A-WALL STRAPS @ 1'-6" O.C.

1" 2X6 TOP RAIL. EASED EDGE. ATTACH FROM BELOW

08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

SEE STRUCTURAL DRAWINGS FOR CONCRETE FOOTING

2X2 WOOD PICKETS EVENLY SPACED MAX. 4" CLEAR

3' - 0"

WOOD COLUMN BEYOND

TRADITIONAL ENTRY COLUMN SECTION DETAIL 4X4 WOOD POST @ 4'-0" O.C. NOTCHED AT BEAM AND CENTERED ON COLUMN. 2 LAG BOLTS PER POST

PRECAST WALL CAP

SEE STRUCTURAL DRAWINGS FOR STEEL LAYOUT

PSL BEAM. SEE STRUCTURAL DRAWINGS

10"

4' - 2"

TRIM @ 2'-10" WINDOW

1 1/2" = 1'-0"

TYPICAL RAILING

1 1/2" = 1'-0"

BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

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" STONE VENEER

SEAL:

WINDOW TRIM ELEVATION DETAIL

10"

LMO

1' - 10"

REVIEWED BY: MDH

PRECAST DECORATIVE KEYSTONE

PROJECT MGR:

. U. S

6' - 9"

JNS C.I.P. WALL CAP

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

2' - 6 3/4"

C.I.P. GABLE END WITH STONE VENEER

1' - 3" SOLDIER COURSE BRICK WORK. BRICK TO BE FLUSH WITH STONE VENEER

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 PROJECT ID: 050-07-1 OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

1' - 2 1/2"

3 1/2"

RED ARCH E T

CT ITE

DRAWN BY: 6"

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

2" 1' - 6"

BUILDING NAME:

CLUB HOUSE & HILL SIDE VILLA BLDG. F, G, H, J, K, L, M, N, P, R & ADA UNITS SHEET TITLE:

2' - 8"

TRIM @ 2'-0" WINDOW AT PRECAST WALL CAP

4 1/2"

C.I.P COLUMN

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS

1' - 10"

6" 4"

8" ON PORCH FACE

1 1/2" = 1'-0"

BASE SHEET

MAX

VE CONSTRUCTION DOCUMENTS

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS

A4.16

2X4 TOP & BOTTOM RAIL 4"

ELEVATION CHANGES ALTERNATE ELEVATIONS

1"1"

02.27.09 11.18.08 09.18.08 09.04.08

REGIS

8 7 6

TRADITIONAL DESIGN ARCHITECTURAL DETAILS SHEET NUMBER: 4 1/2"

9 1/2"

A4.16

4 1/2"

C.I.P. GABLE END WITH STONE / BRICK WORK 1" = 1'-0"

1 1/4"

WOOD TRIM

4" 3 1/4"

8X8 P.T. WOOD COLUMN

2' - 5"

1X WOOD BOX ON 2X4 FRAMING ATTACH WITH SS SCREWS

PLASTER FINISH OVER HIGH DENSITY FOAM W/ FIBERMESH. SEE SPECIFICATIONS

1X6 WOOD BASE. OFFSET 1/4" FROM FINISHED FLOOR CAULK 45 DEGREE CUT AT TOP EDGE

TRIM @ 6'-0" WINDOW

4 1/2"

1/4"

PRECAST WALL CAP

5 3/4"

FINISH FLOOR

TRIM @ 2'-0" WINDOW

TRIM @ 3'-4" WINDOW

TRUSS ENTRY COLUMN SECTION DETAIL

1 1/2" = 1'-0"

POST WITH CAP

8 7 6

2X6 TOP RAIL. EASED EDGE. ATTACH FROM BELOW 3"

08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

1X6 WOOD BASE. MITERED CORNERS 4" 3' - 0"

2X2 WOOD PICKETS EVENLY SPACED MAX. 4" CLEAR

1 X FINISH GRADE WOOD FACE ON 2X4 FRAMING. OVERLAP AND SCREW CORNERS WITH COUNTERSUNK AND CAULKED SS SCREWS

11 3/4"

WOOD COLUMN BEYOND

4X4 WOOD POST @ 4'-0" O.C. NOTCHED AT BEAM AND CENTERED ON COLUMN. 2 LAG BOLTS PER POST

ELEVATION CHANGES ALTERNATE ELEVATIONS VE CONSTRUCTION DOCUMENTS

BASE SHEET

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS

2X4 TOP & BOTTOM RAIL

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

CAULK AND PAINT 8X8 P.T. WOOD COLUMN. PAINT FINISH AT EXPOSED FACES

PRECAST WALL CAP

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

4 1/2"

PSL BEAM.

TRIM @ 2'-0" WINDOW AT PRECAST WALL CAP

TRIM @ 2'-10" WINDOW

WINDOW TRIM ELEVATION DETAIL 1 1/2" = 1'-0"

TYPICAL RAILING

1 1/2" = 1'-0"

TRUSS ENTRY COLUMN PLAN DETAIL1 1 1/2" = 1'-0"

CONSULTANT:

WOOD TRUSS. (3) 3X8 VERTICAL AND ANGLED AS SHOWN. CENTER 3X8 TO EXTEND BETWEEN TOP AND BOTTOM CHORDS. EXTERIOR 3X8s TO BE CUT TO FIT CORRUGATED METAL ROOF

A4.17

PROJECT MGR: JNS

ICE & WATER SHIELD

WOOD TRUSS. (3) 3X8 VERTICAL AND ANGLED AS SHOWN. CENTER 3X8 TO EXTEND BETWEEN TOP AND BOTTOM CHORDS. EXTERIOR 3X8s TO BE CUT TO FIT ALIGN BOTTOM OF FASCIA WITH BOTTOM OF TOP CHORD OF TRUSS

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:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

CENTER 3X8

6X12 P.T. WOOD BEAM. PAINT FINISH

PROJECT:

2X12 WOOD FASCIA. PAINT FINISH

(2) 3X8 BOTTOM CHORD OF TRUSS. LEAVE SPACE FOR INTERIOR 3X8's

. U. S

MDH

CAULK

THERESA S. ROBERTS 466 - A

REVIEWED BY:

LMO

RED ARCH E T

CT ITE

DRAWN BY:

(2) 3X8 TOP CHORD OF TRUSS

REGIS

SEAL:

FLASHING. PAINT FINISH TO MATCH ROOF

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

CUT FLUSH FASCIA WITH BOTTOM OF TRUSS

BUILDING NAME:

CLUB HOUSE & HILL SIDE VILLA BLDG. F, G, H, J, K, L, M, N, P, R & ADA UNITS

5 3/4"

SHEET TITLE:

8" 8X8 P.T. WOOD COLUMN

(3) 3X8 TO EXTEND 8" PAST FACE OF BOTTOM CHORD.CHAMFER BOTTOM EDGES AS SHOWNCAULK ALL JOINTS, PAINT

TRUSS DESIGN ARCHITECTURAL DETAILS SHEET NUMBER:

WOOD TRUSS @ ENTRY 1 1/2" = 1'-0"

A4.17

2 1/4"

(3) 3X8 TO EXTEND 8" PAST FACE OF BOTTOM CHORD.CHAMFER BOTTOM EDGES AS SHOWNCAULK ALL JOINTS, PAINT

45. 00째

02.27.09 11.18.08 09.18.08 09.04.08

FASCIA DETAIL AT ENTRY 3" = 1'-0"

WOOD RAIL ON SATIN NICKEL BRACKETS. PAINT WHITE. PROVIDE BLOCKING BEHIND GYPBD AS REQUIRED. SEE INTERIOR DESIGN DRAWINGS 7

BASE MOULDING. SEE INTERIOR DESIGN DRAWINGS

BASE MOULD FINISH FLOOR TILE ON THIN SET

FINISH FLOOR

3/4" STONE TREAD, EASED EDGE 1/2" CEMENT BD ON 3/4" PT PLY 3' - 0"

1/2" TILE ON 1/2 CEMENT BOARD FINISH STRINGER

51 /2"

11 "

2" NON-SKID STRIP, SANDBLAST 2" 1" 3 A7.01

FLOOR PANEL AND TOP COAT

11" 1"

10"

FINISH 1ST FLOOR

2x8 LEDGER 2x12 STRINGER 2x6 KICKER

PRECAST CONCRETE PLANK. SEE STRUCTURAL DRAWINGS

9' - 6"

SHOWER

7' - 11"

17 EQ. RISERS 7 3/4" MAX.

1 1/2" = 1'-0"

10' - 8"

ENLARGED STAIR SECTION DETAIL

METAL STUD PARTITION. SEE DETAIL ON SHEET A4.11

6' - 10 7/8"

NOTE: SEE ID DWGS FOR FINISH SPECS, TYP. SEE STRUCTURAL DRAWINGS FOR CONNECTORS AND FASTENERS, TYP.

(3) 2X12 STRINGERS EVENLY SPACED 1' - 10" 1X FINISH STRINGER AT EACH WALL

SEE INTERIOR DESIGN DRAWINGS FOR WALL, CEILING AND FLOOR FINISHES

3 A7.01 3' - 0"

GYP BD ON FURRING CHANNELS ON CMU

FINISH STRINGER TO MATCH BASE MOULD, BLOCK'G BEHIND GYP BD AS REQ'D

7 SLAB ON GRADE

T.O. SLAB FIRST FLOOR 0"

1/2" TILE ON 1/2" CEMENT BOARD 3/4" STONE TREAD, EASED EDGE

2x6 STRUT WALL @ 16" O.C.

1/2" CEMENT BOARDD ON 3/4" PT PLY

STAIR SECTION

2x12 STRINGER

3/4" = 1'-0"

1 7

SECTION THRU STRINGER

08.25.08 BASE SHEET-FURRED WALLS /COORD WINDOW OPENINGS 08.15.08 08.12.08 07.21.08 5 06.16.08 05.22.08 05.19.08 4 05.12.08 1 02.25.08 02.14.08 12.17.07 12.13.07 12.04.07 11.21.07 09.04.07 REV. DATE

BASE SHEET SLAB PENETRATION BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEETS BLDG DESIGNATION CORRECTION

CONSTRUCTION DOCUMENTS BID SET BASE SHEET BID SET PROGRESS 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

FINISH FLOOR. SEE INTERIOR DESIGN DRAWINGS 3' - 0"

1 1/2" = 1'-0"

11.18.08 ALTERNATE ELEVATIONS 09.18.08 VE CONSTRUCTION DOCUMENTS 09.04.08 BASE SHEET

7 6

SPRINGLINE ARCHITECTS, L.L.C. PRECAST CONCRETE PLANK. SEE STRUCTURAL DRAWINGS

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

CONSULTANT: 7 STAIR LANDING EDGE OF SLAB SEE INTERIOR DESIGN DRAWINGS FOR CEILING FINISHES AND DETAILS

RAIL. SEE INTERIOR DESIGN DRAWINGS.

DATE:

SEAL:

MBM REVIEWED BY: UP

PROJECT MGR: JNS

PROJECT:

9' - 6"

A7.01

PROJECT ID: 050-07-1

(3) 2X12 STRINGERS EVENLY SPACED

OWNER: SEE INTERIOR DESIGN DRAWINGS FOR WALL, CEILING AND FLOOR FINISHES

RG IN ISLA

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

R=7 3/4" MAX.

2" NON-SKID STRIP, SANDBLAST

THERESA S. ROBERTS 466 - A

POND BAY

SHOWER

T=17

FINISH LANDING AND RISER HEIGHTS TO BE COORDINATED W/ FINISH FLOORING REFER TO INTERIOR DESIGN DRAWINGS

MDH

. U. S

METAL STUD PARTITION. SEE DETAIL ON SHEET A4.11

RED ARCH E T

CT ITE

DRAWN BY:

1X FINISH STRINGER AT EACH WALL 17

REGIS

06.30.08

13' - 4"

5' - 10 1/2"

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

A7.01

BUILDING NAME:

STAIR PLAN 3/4" = 1'-0"

T.O. SLAB FIRST FLOOR 0"

5 2x6 STRUT WALL @ 16" O.C.

CLUB HOUSE & HILL SIDE VILLA BLDG. F,G,H,J,K,L,M,N,P & R SHEET TITLE:

ENLARGED STAIR PLAN / SECTION SHEET NUMBER:

A7.01

STAIR SECTION 3/4" = 1'-0"