Beach Coattge by Claude Dupre

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.

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

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.

SHEET INDEX

POND BAY

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

SHEET # A0.00

A2.01 A2.02 A2.03 A2.05 A2.06 A2.07 A3.01 A3.02 A3.03 A3.04 A3.05 A3.06 A3.11 A3.12 A4.01 A4.02 A4.03 A4.04 A4.05 A4.06 A4.07 A4.11 A4.12 A4.13 A4.14 A4.15 A5.01 A5.02 A6.01 A6.02 A6.03

BEACH COTTAGES & POND VIEW BUILDINGS: B,C & D REVISION #7

NORTH ARROWS

DRAWING TITLE

SCALE

LOT AREA MINIMUM: ACTUAL:

ROOM NAME KEY

SECTION CUT KEY

SIM

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

POND VIEW 70%=436,000 SQ.FT. 12%=54,000 SQ.FT.

LOT WIDTH MINIMUM ACTUAL (AT SMALLEST CROSSING)

WALL TYPE KEY

ELEVATION KEY

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

10,000 SQ.FT. 623,000 SQ.FT.

LOT COVERAGE MAXIMUM: ACTUAL:

Room name 101

A101

100 FEET 300 FEET

A3.02

DOOR KEY

FRONT SETBACK PERMITTED: ACTUAL:

25 FEET 500 FEET MIN.

SIDE SETBACK PERMITTED: ACTUAL:

10 FEET 92 FEET MIN.

SIM

REAR SETBACK PERMITTED: ACTUAL:

A101

HEIGHT PERMITTED: ACTUAL-MAXIMUM:

WINDOW KEY

COLUMN LINE GRID KEY

3 STORIES 1 STORY-19'-0"

FLOOR PLAN - BLDG B FLOOR PLAN - BLDG C FLOOR PLAN - BLDG D ROOF PLAN - BLDG B ROOF PLAN - BLDG C ROOF PLAN - BLDG D EXTERIOR ELEVATIONS - BLDG B EXTERIOR ELEVATIONS - BLDG B EXTERIOR ELEVATIONS - BLDG C EXTERIOR ELEVATIONS - BLDG C EXTERIOR ELEVATIONS - BLDG D EXTERIOR ELEVATIONS - BLDG D BUILDING SECTIONS - BLDG B BUILDING SECTIONS - BLDG C WALL SECTIONS -BLDG B WALL SECTIONS -BLDG B WALL SECTIONS -BLDG C WALL SECTIONS -BLDG D WALL SECTIONS -BLDG D WALL SECTIONS -BLDG B WALL SECTIONS -BLDG B ARCHITECTURAL DETAILS ARCHITECTURAL DETAILS ARCHITECTURAL DETAILS ARCHITECTURAL DETAILS - TRUSS DESIGN ARCHITECTURAL DETAILS - TRADITIONAL DESIGN DOOR / WINDOW SCHEDULE DOOR / WINDOW DETAILS EXTERIOR REFLECTED CEILING PLAN - BLDG B EXTERIOR REFLECTED CEILING PLAN - BLDG C EXTERIOR REFLECTED CEILING PLAN - BLDG D

12.12.08 12.12.08 12.12.08 12.12.08 12.12.08 12.12.08 12.12.08 12.12.08 12.12.08 12.12.08 12.12.08 12.12.08 12.12.08 12.12.08 12.12.08 12.12.08 12.12.08 12.12.08 12.12.08 12.12.08 12.12.08 12.12.08 12.12.08 12.12.08 12.12.08 12.12.08 12.12.08 12.12.08 12.12.08 12.12.08 12.12.08

12.13.08 12.13.08 12.13.08 12.13.08 12.13.08 12.13.08 12.13.08 12.13.08 12.13.08 12.13.08 12.13.08 12.13.08 12.13.08 12.13.08 12.13.08 12.13.08

STRUCTURAL NOTES FOUNDATION PLAN BUILDING B, C & D FOUNDATION PLAN BUILDING S FOUNDATION PLAN BUILDING T FIRST FLOOR PLAN BUILDING B FIRST FLOOR PLAN BUILDING C FIRST FLOOR PLAN BUILDING D FIRST FLOOR PLAN BUILDING S FIRST FLOOR PLAN BUILDING T ROOF FRAMING PLAN BUILDING B & D ROOF FRAMING PLAN BUILDING C ROOF FRAMING PLAN BUILDING S ROOF FRAMING PLAN BUILDING T SECTIONS SECTIONS CMU DETAILS MECHANICAL SPECIFICATIONS AND LEGEND MECHANICAL FLOOR PLAN MECHANICAL SCHEDULES AND DETAILS

09.12.08 09.12.08 03.06.09

ELECTRICAL SPECIFICATIONS AND DETAILS ELECTRICAL FLOOR PLAN LIGHTING / POWER

03.06.09 03.06.09

PLUMBING SPECIFICATIONS AND DETAILS PLUMBING FLOOR PLAN DOMESTIC WATER PLUMBING FLOOR PLAN SANITARY WASTE PLUMBING SCHEMATIC

09.12.08 09.12.08 09.12.08 09.12.08

03.06.09 12.12.08 12.11.08 09.17.08 09.08.08 08.11.08 07.22.08 06.10.08 3 05.22.08 05.19.08 2 05.07.08 02.14.08 12.17.07 12.13.07 11.21.07 08.31.07 REV. DATE 7 6 5 4

OWNER REQUESTED CHANGE ALTERNATE ELEVATIONS ELEC. SPEC. MODIFICATION VE CONSTRUCTION DOCUMENTS

BASE SHEET SLAB PENETRATIONS BASE SHEET CONSTRUCTION DOCUMENTS BLDG. PERMIT APPLICATION BLDG. MAT. CHANGE & COORD. REVISED BASE SHEET CONSTRUCTION DOCUMENTS BID SET BASE SHEET 90% CD SET BLDG. PERMIT APPLICATION SUBMISSION

PLUMBING P-1 P-2 P-3 P-4

FIRE PROTECTION FP-1 FP-2

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.

FIRE PROTECTION SPECIFICATION AND DETAILS FIRE PROTECTION FLOOR PLAN

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

09.12.08 09.12.08 CONSULTANT:

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

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.

SPOT ELEVATION

CHANGE CLOUD AND REV. TAG

E-1 E-2

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.

20 FEET 50 FEET FROM WATER

ELECTRICAL

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.

KEY MAP

S001 S101 S101-S S101-T S102 S103 S104 S105 S106 S201 S202 S203 S204 S301 S302 S401 M-1 M-2 M-3

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.

BEACH COTTAGE

03.06.09

MECHANICAL

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.

DETAIL KEY

ZONING = W-1

NORTH

STRUCTURAL

PROJECT NAME DENSITY PERMITTED: 40 P/ PER ACRE ACTUAL: 1 P/ PER ACRE

COVER

DATE

ARCHITECTURAL

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

TITLE

SITE

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

1" X

LOCATION MAPS

GENERAL NOTES

DRAWN BY: LMO REVIEWED BY:

STRUCTURAL ENGINEER:

MARINE BIOLOGIST:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

TRAVIS DESIGN ASSOCIATION 200 CAUGHMAN FARM LANE LEXINGTON, SC 29072

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

ELEVATION MARK

PROJECT MGR:

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

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

PROJECT:

MDH

FLOOR AREA: 5,400 SF

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

STORIES: 1 STORY EXTERIOR WALLS: CMU

Name Elevation CLG HEIGHT KEY

1'-0" A.F.F.

ROOF: WOOD TRUSS AND CORRUGATED METAL ROOF

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

ROOF AREA: N/A

ARCHITECT:

CIVIL ENGINEER:

SURVEYOR:

ROOMS: BEDROOMS: 6 BATHROOMS: 8 OTHERS: 4 ROOMS WITH ELECTRICAL: 18

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

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

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

TEL: (340) 775.7607

JNS

THERESA S. ROBERTS 466 - A

RG IN ISLA

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

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

NOTE KEY

PLUMBING: KITCHEN SINK: 2 LAVATORIES: 7 TOILETS: 8 BATHTUBS: 4 SHOWERS: 6 DISHWASHER: 2 CLOTHES WASHER: 2

INTERIOR ELEVATION MARK

. U. S

OWNER: BEACH COTTAGE:

RED ARCH E T

CT ITE

ZONING REQUIREMENTS

ELEVATION CHANGE SYMBOL

BENCH MARK

REGIS

SEAL:

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

BEACH COTTAGES BLDG. B,C & D SHEET TITLE:

COVER ROOF SLOPE/PITCH MARK

6 : 12 SLOPE 12 PITCH

LEGEND OF SYMBOLS

PROJECT DATA

INTERIOR DESIGNER:

ENVIRONMENTAL ENGINEER:

POOL DESIGNER:

HOWARD DESIGN GROUP 2801 FLORIDA AVE COCONUT GROVE, FL 33133

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

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

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

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

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

SHEET NUMBER:

A0.00

PROJECT DIRECTORY

SHEET INDEX

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

GENERAL NOTES

WALL TYPES

REFER TO LANDSCAPE ARCHITECTURAL PLAN FOR SITE SPECIFIC STAIR LOCATIONS

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

CMU WALL

A3.01

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

TILE FLOOR ON SLAB ON GRADE 8" STONE VENEER

1 78' - 0" 1' - 5 1/2"

11' - 8 1/2"

1' - 4"

11' - 0"

1' - 4"

12' - 7 1/2"

11' - 8 1/2"

1' - 4"

11' - 0"

1' - 4"

11' - 8 1/2"

ROOF ABOVE

1' - 5 1/2"

UNIT DESIGN OPTIONS

EDGE OF SLAB

A3.11

3. ALL WINDOW AND DOOR DIMENSIONS AT EXTERIOR WALLS ARE MASONRY OPENINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING MASONRY OPENING WITH WINDOW AND DOOR MANUFACTURER. 4. ALL EXTERIOR PORCHES AND ENTRY SLABS AND DECKS WILL SLOPE AWAY FROM BUILDING 1/8" : 12" FOR POSITIVE DRAINAGE.

BLDG B UNIT 1: SHIPWRIGHT DESIGN UNIT 2: STANDARD DESIGN

6X6 P.T. WOOD COLUMN. PAINT FINISH 1' - 2 1/2"

6'-0" HIGH PRIVACY WALL

A4.06

SLOPE 1/8" : 12"

3X6 P.T. WOOD COLUMN ATTACHED TO WALL. PAINT FINISH

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

38' - 8" 12' - 7"

9' - 0 1/4"

M.O.

1' - 2 1/4"

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' - 0 1/4"

12' - 7"

21' - 5 3/4"

15' - 10 1/4"

13. T&G SHALL BE "V" GROOVE W

COLUMN

106

7' - 1"

19' - 0"

12' - 0"

14. ALL EXPOSED WOOD COLUMNS, BEAMS & RAFTERS SHALL HAVE ROUTERED CORNERS. 19' - 6"

MASTER BEDROOM 117

21' - 3"

LIVING ROOM 114

5' - 11 1/2"

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

M.O.

1X4 T&G WOOD SIDING. SEE ELEVATIONS FOR HEIGHTS

A3.11

11. REFER TO SHEET A4.11 FOR PARTITION DETAILS

2' - 1"

M.O.

1' - 8"

STONE VENEER. SEE ELEVATIONS FOR HEIGHTS

5' - 11 1/2"

12' - 7"

113 4' - 10"

8' - 10"

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

114 9' - 7"

SLOPE 1/8" : 12"

0' - 0"

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.

38' - 8" 10' - 0"

2' - 1 3/4"

PORCH 118

8 A4.13

BEAM ABOVE

12' - 7"

8' - 10"

1' - 8"

7' - 11"

6X6 P.T. WOOD COLUMN. PAINT FINISH

7. DOWNSPOUTS: COORDINATE WITH CIVIL DRAWINGS. TIE INTO STORM SYSTEM OR PROVIDE SPLASHBLOCK AS INDICATED. SEE DETAIL 4-A4.11

BEAM ABOVE

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

SEE ELEVATIONS FOR ADDITIONAL INFORMATION

112

0' - 0"

105 15' - 11" 3' - 7 1/2"

2' - 4 1/2" 5' - 0"

107 18' - 5 1/4"

3' - 8"

3' - 8 1/2"

15' - 3"

59' - 6"

2' - 10" FIN.DIM.

BEDROOM 1 102 DATE:

1 1/2"

1 A4.02

101

6 3' - 3 1/2"

WOOD CAP. SEE ELEVATIONS

6' - 1"

5' - 5 1/2"

2' - 1 1/2"

1 1/2"

MDH PROJECT MGR: JNS

102

SLOPE 1/8" : 12"

3' - 5"

2' - 1 1/2"

5' - 5 1/2"

6' - 1"

A4.02

1' - 11"

2' - 11"

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

6 PROJECT ID: 050-07-1

11 A4.13 3"

1' - 6"

8' - 4"

3" 1' - 6"

OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

EDGE OF SLAB 12' - 4" 3' - 11 1/2"

6' - 1"

5' - 5 1/2"

2' - 1 1/2"

3' - 5"

2' - 1 1/2"

5' - 5 1/2"

6' - 1"

3' - 11 1/2"

RG IN ISLA

POND BAY

3' - 11 1/2"

M.O.

SLOPE 1/8" : 12"

THERESA S. ROBERTS 466 - A

PROJECT:

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

REVIEWED BY:

14' - 1"

LMO

. U. S

ENTRY 101

DRAWN BY:

RED ARCH E T

CT ITE

103

SEE STRUCTURAL DRAWINGS FOR MASONRY WALL LOCATIONS, DETAILS & DIMENSIONS

SEAL:

11.27.07

7' - 8"

99" M.O. HEIGHT

24' - 9"

2' - 4 1/2"

16 A4.11

CENTER ELECTRICAL PANEL BETWEEN DOORS

7' - 1"

2' - 9"

CONSULTANT:

2' - 8 1/4"

101

6 2' - 1"

104

1 A4.07

99" M.O. HEIGHT

8' - 7 3/4"

DOOR (TYP.)

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

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

BEDROOM 2 107

15' - 10 3/4"

FIN.DIM.

SPRINGLINE ARCHITECTS, L.L.C.

102

6' - 2 1/2"

8' - 4 1/2"

11' - 4 1/2"

2' - 4 1/4"

A3.01

104

FOYER / HALL 106 2' - 11"

VE CONSTRUCTION DOCUMENTS

103

2' - 1"

106

4' - 0"

BATH 1 104 CLOSET 103

ELECT. SPEC. MODIFICATION

7' - 1"

2' - 0 1/4" 3' - 0 3/4"

8' - 11"

2 11' - 4 1/2"

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

105

ALTERNATE ELEVATIONS

2' - 1"

2' - 8 3/4"

5' - 5 1/4"

CLOSET 108

108

24' - 9"

PWDR ROOM 105

14' - 4 1/4"

7' - 9 1/4"

CLOSET 109

1 2' - 8"

4 1/4"

7' - 6"

1' - 7"

11' - 1 1/2"

BATH 2 110

1' - 0"

9' - 7"

15' - 3" 59' - 6"

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

6' - 0"

14' - 5"

A/C 113

110

109

1' - 6 3/4"

W/D 112

SHOWER ENCLOSURE. SEE INTERIOR DESIGN DRAWINGS

3' - 2 1/2"

3' - 7 1/2" WH

8' - 6 3/4"

6' - 0 1/2"

MASTER BATH 116

6' - 1"

3' - 5"

12.12.08 12.11.08 09.17.08 09.08.08 08.11.08 07.22.08 06.10.08 3 05.22.08 05.19.08 2 05.07.08 02.14.08 12.17.07 12.13.07 11.21.07 08.31.07 REV. DATE 6 5 4

KITCHEN 111

DIM. FROM FACE OF CMU

SEE DETAIL 13-A4.13 FOR SHOWER CURB

WIC D 115 111

TUB NICHE. SEE INTERIOR DESIGN DRAWINGS

11' - 11"

A3.02

8' - 6"

11' - 3"

10' - 2 3/4"

7' - 1" STEEL COLUMN.SEE STRUCTURAL DRAWINGS (TYP)

12' - 2 3/4"

2' - 3 1/2" 2' - 1"

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

COLUMN

FIN.DIM.

19' - 6"

REFER TO INTERIOR DESIGN DRAWINGS FOR FIXTURES AND FINISHES

PVC DOWNSPOUT, PAINT FINISH (TYP.)

REGIS

UNIT 2

2' - 3 1/2" 2' - 1"

UNIT 1

31' - 2"

2' - 1"

EDGE OF SLAB

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

SIDEWALK 6

M.O.

BUILDING NAME: 6

ALIGN COLUMN AND RISER

1' - 2"

8' - 4"

1' - 2"

ROOF ABOVE

BEACH COTTAGES BLDG. B SHEET TITLE:

8 A4.13

FLOOR PLAN

12' - 4" REFER TO CIVIL DRAWINGS FOR SIDEWALK - ENTRY LANDING REQUIREMENT

SIDEWALK SHEET NUMBER: 38' - 8"

13' - 6"

10' - 4"

A2.01

14' - 2"

1 1 A4.06

A3.02

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

WALL TYPES CMU WALL A3.03

8" STONE VENEER

6" STONE VENEER

78' - 0" 1' - 5 1/2"

12' - 4 1/2"

12' - 4"

12' - 10"

12' - 4"

12' - 10"

1' - 0" TRADITIONAL DESIGN USES STONE COLUMNS. SEE DETAILS

1 A3.12

8" STONE VENEER TO GRADE

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

UNIT DESIGN OPTIONS BLDG C UNIT 1: TRUSS DESIGN UNIT 2: TRADITIONAL DESIGN SEE ELEVATIONS FOR ADDITIONAL INFORMATION

8 3/4"

4 1/2"

8" 1

12' - 7"

9' - 0 1/4"

12' - 7"

M.O.

2' - 1 3/4"

M.O.

1' - 2 1/4"

DN SLOPE 1/8" : 12"

12' - 7"

1' - 8"

M.O.

14. ALL EXPOSED WOOD COLUMNS, BEAMS & RAFTERS SHALL HAVE ROUTERED CORNERS.

19' - 6"

UNIT 1

2' - 3 1/2" 2' - 1"

7' - 1"

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

A3.12

11. REFER TO SHEET A4.11 FOR PARTITION DETAILS

13. T&G SHALL BE "V" GROOVE

PRECAST CAP AT STONE VENEER WALL. SEE ELEVATIONS

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

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

2' - 1"

M.O.

STONE VENEER. SEE ELEVATIONS FOR HEIGHTS

5' - 11 1/2"

9' - 0 1/4"

9' - 7"

8' - 10"

10' - 0"

38' - 8" 12' - 7"

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

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.

2 A4.14

2' - 1 3/4"

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.

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' - 0"

7' - 9 1/2"

BEAM ABOVE

1' - 8"

9' - 3 1/2"

38' - 8" 6x6 P.T. WOOD COLUMN

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

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

SLOPE 1/8" : 12"

A4.05

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

7. DOWNSPOUTS: COORDINATE WITH CIVIL DRAWINGS. TIE INTO STORM SYSTEM OR PROVIDE SPLASHBLOCK AS INDICATED. SEE DETAIL 4-A4.11

11"

3X6 P.T. WOOD COLUMN ATTACHED TO WALL. PAINT FINISH

5 A4.15

GENERAL NOTES

UNIT 2

NOTE:

59' - 6"

15' - 3"

2' - 3 1/2" 2' - 1"

7' - 1"

19' - 6"

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

WH A3.04

12.12.08 NEW SHEET DATE SUBMISSION

15' - 3"

REV.

2' - 1"

59' - 6"

A3.03

WH 11' - 4 1/2"

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

24' - 9"

7' - 1"

11' - 4 1/2"

2' - 1"

CONSULTANT:

SEAL:

MDH PROJECT MGR: JNS

3' - 3 1/2"

6' - 1"

5' - 5 1/2"

2' - 1 1/2"

3' - 5"

2' - 1 1/2"

POND BAY 5' - 5 1/2"

M.O.

6' - 1"

3' - 11 1/2"

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

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

RG IN ISLA

PROJECT:

SLOPE 1/8" : 12"

1 1/2"

THERESA S. ROBERTS 466 - A

REVIEWED BY:

. U. S

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

2' - 1"

7' - 8"

7' - 1"

24' - 9"

LMO

RED ARCH E T

CT ITE

DRAWN BY:

1 1/2"

REGIS

11.27.07

DATE:

A4.02

PROJECT ID: 050-07-1 2 A4.15

SLOPE 1/8" : 12" 1"

STONE VENEER. SEE ELEVATIONS FOR HEIGHTS

1' - 10"

8' - 4" 12' - 4"

3' - 11 1/2"

6' - 1"

5' - 5 1/2"

2' - 1 1/2"

3' - 5"

2' - 1 1/2"

5' - 5 1/2"

6' - 1"

M.O.

A4.04

3' - 11 1/2"

1' - 10"

OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

6x6 P.T. WOOD COLUMN

SIDEWALK

BUILDING NAME:

BEACH COTTAGES BLDG. C

ROOF ABOVE

SHEET TITLE: 2 A4.14 1' - 0" REFER TO CIVIL DRAWINGS FOR SIDEWALK - ENTRY LANDING REQUIREMENT

1' - 0"

8' - 4"

1' - 0"

FLOOR PLAN

1' - 0"

SIDEWALK

SHEET NUMBER:

38' - 8"

A2.02

38' - 0" 1

A4.04 A3.04

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

WALL TYPES

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

CMU WALL A3.05

8" STONE VENEER

1 78' - 0" 1' - 5 1/2"

12' - 4 1/2"

12' - 4"

13' - 3 1/2"

11' - 8 1/2"

1' - 4"

11' - 0"

1' - 4"

11' - 8 1/2"

UNIT DESIGN OPTIONS

1' - 5 1/2"

1 BLDG D

A3.11

UNIT 1: TRUSS DESIGN (SEE SHEET A2.02) UNIT 2: STANDARD DESIGN (SEE SHEET A2.01) SEE ELEVATIONS FOR ADDITIONAL INFORMATION

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

1' - 2 1/4"

DN 1

SLOPE 1/8" : 12"

A4.05

7. DOWNSPOUTS: COORDINATE WITH CIVIL DRAWINGS. TIE INTO STORM SYSTEM OR PROVIDE SPLASHBLOCK AS INDICATED. SEE DETAIL 4-A4.11 8. DIMENSIONS ARE TO CENTERLINE OF ROUGH FRAMING PARTITIONS UNLESS OTHERWISE NOTED.

38' - 8"

1' - 2 1/4"

12' - 7"

M.O.

2' - 1 3/4"

M.O.

PORCH 118

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' - 0 1/4"

12' - 7"

M.O.

5' - 11 1/2"

12' - 7"

1' - 8"

13. T&G SHALL BE "V" GROOVE

M.O.

14. ALL EXPOSED WOOD COLUMNS, BEAMS & RAFTERS SHALL HAVE ROUTERED CORNERS.

19' - 6"

UNIT 1

19' - 6"

UNIT 2

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

SEE SHEET A2.01 FOR STANDARD DESIGN NOTES

7' - 1"

SEE SHEET A2.02 FOR TRUSS DESIGN NOTES

2' - 3 1/2" 2' - 1"

7' - 1"

5' - 11 1/2"

LIVING ROOM 114

2' - 1"

A3.12

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

2' - 1"

8' - 10"

2' - 1 3/4"

11. REFER TO SHEET A4.11 FOR PARTITION DETAILS

9' - 7"

SLOPE 1/8" : 12"

MASTER BEDROOM 117 2

10' - 0"

9' - 0 1/4"

38' - 8" 10' - 0"

12' - 7"

8' - 10"

7' - 11"

1' - 8"

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.

2' - 3 1/2" 2' - 1"

WIC 115

59' - 6"

15' - 3"

KITCHEN 111

A/C 113 W/D 112

12.12.08 NEW SHEET DATE SUBMISSION

15' - 3"

REV.

2' - 1"

PWDR ROOM 105

BATH 2 110

BATH 1 104

CLOSET 108

CLOSET 109

A3.05 SPRINGLINE ARCHITECTS, L.L.C.

11' - 4 1/2"

59' - 6"

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

CLOSET 103

11' - 4 1/2"

FOYER / HALL 106

24' - 9"

2' - 1"

CONSULTANT:

1 7' - 1"

A4.07

7' - 8"

MDH PROJECT MGR: JNS

7' - 1"

SLOPE 1/8" : 12"

ENTRY 101

REVIEWED BY:

3' - 3 1/2"

6' - 1"

5' - 5 1/2"

2' - 1 1/2"

5' - 5 1/2"

6' - 1"

3' - 11 1/2"

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

1' - 11"

2' - 11" SLOPE 1/8" : 12"

1' - 6" 3"

RG IN ISLA

POND BAY

A4.02

THERESA S. ROBERTS 466 - A

PROJECT:

M.O.

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

3' - 5"

. U. S

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

2' - 1"

LMO

RED ARCH E T

CT ITE

DRAWN BY:

REGIS

11.27.07

1 1/2"

SEAL:

DATE:

BEDROOM 1 102

BEDROOM 2 107 24' - 9"

A3.06

MASTER BATH 116

PROJECT ID: 050-07-1 OWNER:

8' - 4"

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

1' - 6"

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830 3' - 11 1/2"

6' - 1"

5' - 5 1/2"

2' - 1 1/2"

3' - 5"

2' - 1 1/2"

5' - 5 1/2"

6' - 1"

3' - 11 1/2"

SIDEWALK

BUILDING NAME:

M.O.

A4.04

BEACH COTTAGES BLDG. D

SHEET TITLE:

1' - 0"

8' - 4"

1' - 0"

FLOOR PLAN

1' - 0"

SIDEWALK

SHEET NUMBER:

38' - 8"

13' - 6"

10' - 4"

A2.03

14' - 2"

1 1 A4.04

A3.06

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

A3.01 1

1 A3.11 6

4X6 WOOD POST

3 : 12

BEAM BELOW

3 : 12

6" HALF ROUND GUTTER. SLOPE TO DRAIN

3 : 12 3 : 12 CORRUGATED METAL ROOF

2 A3.11

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

6 : 12

3 : 12

RIDGE CAP (TYP.) 12.12.08 12.11.08 09.17.08 09.08.08 08.11.08 07.22.08 06.10.08 3 05.22.08 05.19.08 2 05.07.08 02.14.08 12.17.07 12.13.07 11.21.07 08.31.07 REV. DATE 6 5 4

6 : 12

6 : 12 7 A4.11

A4.11

ELECT. SPEC. MODIFICATION VE CONSTRUCTION DOCUMENTS

A3.01

SPRINGLINE ARCHITECTS, L.L.C. 3 : 12

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

6 : 12

WALL BELOW

CONSULTANT:

11.27.07

LMO REVIEWED BY: MDH PROJECT MGR: 3 : 12

. U. S

3 : 12

JNS

3 : 12

THERESA S. ROBERTS 466 - A

CT ITE

DRAWN BY:

RED ARCH E T

A4.11

SEAL:

DATE:

REGIS

3 : 12

6 : 12

3 : 12

RG IN ISLA

PROJECT: 6

POND BAY

3 : 12

A3.02

ALTERNATE ELEVATIONS

A4.11

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:

3 : 12

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

3 : 12

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

6 6

BUILDING NAME:

BEACH COTTAGES BLDG. B SHEET TITLE:

ROOF PLAN 1/4" = 1'-0" 1 A3.02

ROOF PLAN

SHEET NUMBER:

A2.05

A3.03 1

1 A3.12

3 : 12

BEAM BELOW

3 : 12

6" HALF ROUND GUTTER. SLOPE TO DRAIN

3 : 12 3 : 12 CORRUGATED METAL ROOF

2 A3.12

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

6 : 12

3 : 12

RIDGE CAP (TYP.)

6 : 12

6 : 12 7 A4.11

A4.11

A4.11 12.12.08 NEW SHEET DATE SUBMISSION

REV. A3.03

SPRINGLINE ARCHITECTS, L.L.C. 3 : 12

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

6 : 12

WALL BELOW

CONSULTANT:

11.27.07

LMO REVIEWED BY: MDH PROJECT MGR: 3 : 12

. U. S

3 : 12

JNS

3 : 12

THERESA S. ROBERTS 466 - A

CT ITE

DRAWN BY:

RED ARCH E T

A4.11

SEAL:

DATE:

REGIS

3 : 12

6 : 12

3 : 12

RG IN ISLA

PROJECT: 6

POND BAY

3 : 12

A3.04

A4.11

6 : 12

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

6 : 12

PROJECT ID: 050-07-1 OWNER: WOOD GABLE 8: 12

8 : 12

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

BEACH COTTAGES BLDG. C SHEET TITLE:

ROOF PLAN 1/4" = 1'-0" 1 A3.04

ROOF PLAN

SHEET NUMBER:

A2.06

A3.05 1

1 A3.11

3 : 12

BEAM BELOW

3 : 12

6" HALF ROUND GUTTER. SLOPE TO DRAIN

3 : 12 3 : 12 CORRUGATED METAL ROOF

2 A3.12

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

6 : 12

3 : 12

RIDGE CAP (TYP.)

6 : 12

6 : 12 7 A4.11

A4.11

A4.11 12.12.08 NEW SHEET DATE SUBMISSION

REV. A3.05

SPRINGLINE ARCHITECTS, L.L.C. 3 : 12

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

6 : 12

WALL BELOW

CONSULTANT:

11.27.07

LMO REVIEWED BY: MDH PROJECT MGR: 3 : 12

. U. S

3 : 12

JNS

3 : 12

THERESA S. ROBERTS 466 - A

CT ITE

DRAWN BY:

RED ARCH E T

A4.11

SEAL:

DATE:

REGIS

3 : 12

6 : 12

3 : 12

RG IN ISLA

PROJECT: 6

POND BAY

3 : 12

A3.06

A4.11

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:

8: 12

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

8 : 12

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

BEACH COTTAGES BLDG. D SHEET TITLE:

ROOF PLAN 1/4" = 1'-0" 1 A3.06

ROOF PLAN

SHEET NUMBER:

A2.07

NOTES

1. GC TO VERIFY ALTERNATE ELEVATION DETAILS IN THE FIELD WITH ARCHITECT 2. EXTERIOR FINISH COLORS TO MATCH MARTIN SENOUR PAINT # BELOW BLDG B UNIT 1 (SHIPWRIGHT DESIGN) : 309-5 UNIT 2 (STANDARD DESIGN) : 312-5

CORRUGATED METAL ROOF

4X6 WOOD POST 1 A3.11

ROOF CRICKET BEYOND

WOOD LATTICE ON PLASTER FINISH

1X6 T&G 2X10 WOOD FASCIA. PAINT FINISH WOOD TRIM. PAINT FINISH 10 A4.13

10 A4.14

ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT

WOOD BLOCK

6X6 P.T. WOOD VERTICAL MEMBERS @ 2'-0" O.C.

6 2X10 WOOD FASCIA. PAINT FINISH

6X6 P.T. WOOD BEAM. PAINT FINISH

PLASTER FINISH. SEE SPECS

TOP OF WALL 10' - 0" 6 6

6X6 P.T. WOOD COLUMN. PAINT FINISH

WOOD CAP

PRECAST WALL CAP

1X4 T&G WOOD SIDING (TYP.)

STONE VENEER (TYP.)

TOP OF SLAB 0' - 0" GRADE. -1' - 6"

BULLNOSE TILE EDGE

PLANTER. SEE LANDSCAPE DOCUMENTS 6

CONCRETE COLUMN BASE

REFER TO LANDSCAPE ARCHITECTURAL PLAN FOR SITE SPECIFIC STAIR LOCATIONS

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

ELEVATION 1/4" = 1'-0"

12.12.08 12.11.08 09.17.08 09.08.08 08.11.08 07.22.08 06.10.08 3 05.22.08 05.19.08 2 05.07.08 02.14.08 12.17.07 12.13.07 11.21.07 08.31.07 REV. DATE 6 5 4

CORRUGATED METAL ROOF

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

TRIM. PLASTER FINISH OVER HIGH DENSITY FOAM

ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT

A4.02

A3.11

ALTERNATE ELEVATIONS ELECT. SPEC. MODIFICATION VE CONSTRUCTION DOCUMENTS

2X10 WOOD FASCIA. PAINT FINISH 6X12 P.T. WOOD BEAM. PAINT FINISH

SPRINGLINE ARCHITECTS, L.L.C. 12 PLASTER FINISH. SEE SPECS

WOOD BLOCK

6X6 P.T. WOOD COLUMN. PAINT FINISH

CONSULTANT:

TOP OF WALL 10' - 0"

6X12 P.T. WOOD BEAM. PAINT FINISH 6

2 A5.02

PRIVACY WALL. PLASTER FINISH. VERIFY COLOR WITH ARCHITECT

WOOD CAP

PRECAST WALL CAP 1X4 T&G WOOD SIDING (TYP.)

STONE VENEER (TYP.)

12 A4.11

LMO REVIEWED BY:

MDH PROJECT MGR: PLANTER. SEE LANDSCAPE DOCUMENTS

JNS

RED ARCH E T

THERESA S. ROBERTS 466 - A

DRAWN BY:

. U. S

TOP OF SLAB 0' - 0" GRADE. -1' - 6"

11.27.07

CT ITE

REFER TO LANDSCAPE ARCHITECTURAL PLAN FOR SITE SPECIFIC STAIR LOCATIONS

BULLNOSE TILE EDGE

SEAL:

DATE:

REGIS

6' - 0"

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

ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT

RG IN ISLA

6 PROJECT:

ELEVATION 1/4" = 1'-0"

POND BAY

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

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC 5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830 6

BUILDING NAME:

BEACH COTTAGES BLDG. B SHEET TITLE:

EXTERIOR ELEVATIONS SHEET NUMBER:

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 ROOF CRICKET BEYOND

BLDG B UNIT 1 (SHIPWRIGHT DESIGN) : 309-5 UNIT 2 (STANDARD DESIGN) : 312-5

4X6 WOOD POST

CORRUGATED METAL ROOF

1 WOOD LATTICE ON PLASTER FINISH

A3.11

ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT

WOOD TRIM. PAINT FINISH

12 6

2X10 WOOD FASCIA. PAINT FINISH

12 6

PLASTER FINISH. SEE SPECS

6 1 A4.12

3 A4.12

12 3

WOOD BLOCK

TRIM. PLASTER FINISH OVER HIGH DENSITY FOAM 12

TOP OF WALL 10' - 0" 6X6 P.T. WOOD COLUMN. PAINT FINISH

1X4 T&G WOOD SIDING (TYP.)

6 PRECAST WALL CAP

9' - 5 1/2"

WOOD CAP

6 9' - 5 1/2"

2 A5.02

1 A5.02

STONE VENEER (TYP.)

TOP OF SLAB 0' - 0"

1' - 0"

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

6 C.I.P. COLUMN

BULLNOSE TILE EDGE

ELEVATION 1/4" = 1'-0"

CONCRETE STEPS

12.12.08 12.11.08 09.17.08 09.08.08 08.11.08 07.22.08 06.10.08 3 05.22.08 05.19.08 2 05.07.08 02.14.08 12.17.07 12.13.07 11.21.07 08.31.07 REV. DATE 6 5 4

ALTERNATE ELEVATIONS ELECT. SPEC. MODIFICATION VE CONSTRUCTION DOCUMENTS

CORRUGATED METAL ROOF

SPRINGLINE ARCHITECTS, L.L.C. 4X6 WOOD POST

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

2 ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT

A3.11

2X10 WOOD FASCIA. PAINT FINISH 6 CONSULTANT:

12 PLASTER FINISH. SEE SPECS

A4.02

A4.02 6 6X12 P.T. WOOD BEAM. PAINT FINISH

WOOD BLOCK

3 12

DRAWN BY: LMO

1 A5.02

REVIEWED BY: MDH PROJECT MGR:

JNS

CONCRETE COLUMN BASE

6' - 0"

6X6 P.T. WOOD COLUMN. PAINT FINISH

THERESA S. ROBERTS 466 - A

RG IN ISLA

PROJECT:

1X4 T&G WOOD SIDING (TYP.)

TOP OF SLAB 0' - 0" GRADE. -1' - 6" 6

. U. S

WOOD CAP

RED ARCH E T

CT ITE

TOP OF WALL 10' - 0"

REGIS

11.27.07

PRIVACY WALL. PLASTER FINISH. VERIFY COLOR WITH ARCHITECT

SEAL:

DATE:

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:

PLANTER. SEE LANDSCAPE DOCUMENTS

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

TRIM. PLASTER FINISH OVER HIGH DENSITY FOAM

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830 6

ELEVATION 1/4" = 1'-0"

BUILDING NAME:

BEACH COTTAGES BLDG. B SHEET TITLE:

EXTERIOR ELEVATIONS 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 C UNIT 1 (TRUSS DESIGN) : 319.5 UNIT 2 (TRADITIONAL DESIGN) : 323.1-5

CORRUGATED METAL ROOF 1 A3.12

DECORATIVE TRIM ON PLASTER FINISH

ROOF CRICKET BEYOND

2X10 WOOD FASCIA. PAINT FINISH 1X6 P.T. SHIPLAP.PAINT TO MATCH WOOD TRIM 8 A4.15 ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT

5 A4.14

6X12 P.T. WOOD BEAM. PAINT FINISH

2X10 WOOD FASCIA. PAINT FINISH

6X12 P.T. WOOD BEAM. PAINT FINISH

3X8 ANGLED SUPPORTS

PLASTER FINISH. SEE SPECS

TOP OF WALL 10' - 0"

0째 30.0

6X6 P.T. WOOD COLUMN. PAINT FINISH

C.I.P. CAPITAL. SLOPE TO DRAIN

WOOD TRIM PRECAST WALL CAP 1X WOOD BOX ON 2X4 FRAMING 8" STONE VENEER TO GRADE

TOP OF SLAB 0' - 0" GRADE. -1' - 6" BULLNOSE TILE EDGE PLANTER. SEE LANDSCAPE DOCUMENTS REFER TO LANDSCAPE ARCHITECTURAL PLAN FOR SITE SPECIFIC STAIR LOCATIONS

ELEVATION 1/4" = 1'-0"

CORRUGATED METAL ROOF

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

TRIM. PLASTER FINISH OVER HIGH DENSITY FOAM

ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT

12.12.08 NEW SHEET DATE SUBMISSION

REV.

A3.12 2X10 WOOD FASCIA. PAINT FINISH 6X12 P.T. WOOD BEAM. PAINT FINISH

PLASTER FINISH. SEE SPECS

WOOD CAP

SPRINGLINE ARCHITECTS, L.L.C. 12

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

ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT

12 3

C.I.P. CAPITAL. SLOPE TO DRAIN CONSULTANT:

TOP OF WALL 10' - 0"

6X12 P.T. WOOD BEAM. PAINT FINISH

PRIVACY WALL. PLASTER FINISH. VERIFY COLOR WITH ARCHITECT

6X6 P.T. WOOD COLUMN. PAINT FINISH 7 A4.15

PRECAST WALL CAP SEAL:

LMO

12 A4.11

REVIEWED BY: MDH PROJECT MGR: PLANTER. SEE LANDSCAPE DOCUMENTS

. U. S

TOP OF SLAB 0' - 0" GRADE. -1' - 6"

JNS

THERESA S. ROBERTS 466 - A

CT ITE

DRAWN BY:

RED ARCH E T

11.27.07

8" STONE VENEER TO GRADE

DATE:

REGIS

6' - 0"

12"X12" TILE

RG IN ISLA

PROJECT:

ELEVATION 1/4" = 1'-0"

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

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

BEACH COTTAGES BLDG. C SHEET TITLE:

EXTERIOR ELEVATIONS SHEET NUMBER:

A3.03

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

ROOF CRICKET BEYOND

BLDG C UNIT 1 (TRUSS DESIGN) : 319.5 UNIT 2 (TRADITIONAL DESIGN) : 323.1-5

CORRUGATED METAL ROOF WOOD GABLE T&G TO FACE OF DROPPED CEILING

PLASTER FINISH. SEE SPECS

A3.12 KEYSTONE. PLASTER FINISH OVER HIGH DENSITY FOAM PLASTER CAPITAL 2X12 WOOD FASCIA. PAINT FINISH 12 12

12 6

6 A4.14

PLASTER FINISH. SEE SPECS

6X12 P.T. WOOD BEAM. PAINT FINISH 8

TOP OF WALL 10' - 0"

3' - 0"

TRIM. PLASTER FINISH OVER HIGH DENSITY FOAM

2' - 8"

12 12

4 A4.15

6X6 P.T. WOOD COLUMN. PAINT FINISH

PRECAST WALL CAP

7 A4.15

PRECAST WALL CAP

8' - 4 1/4"

7 A4.14

STONE VENEER (TYP.) 3" DIA. SCHEDULE 40 PVC DOWNSPOUT. PAINT TO MATCH BUILDING 1' - 9"

TOP OF SLAB 0' - 0" 12"X12" TILE 6" TILE BASE

CONCRETE STEPS

ELEVATION 1/4" = 1'-0"

12.12.08 NEW SHEET DATE SUBMISSION

REV.

CORRUGATED METAL ROOF

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

2 ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT

A3.12

2X10 WOOD FASCIA. PAINT FINISH CONSULTANT:

12 PLASTER FINISH. SEE SPECS

2X10 WOOD FASCIA. PAINT FINISH

6X12 P.T. WOOD BEAM. PAINT FINISH

12 SEAL:

3X8 ANGLED SUPPORTS

PLANTER. SEE LANDSCAPE DOCUMENTS

6' - 0"

8" STONE VENEER TO GRADE

7 A4.14

6X6 P.T. WOOD COLUMN. PAINT FINISH

LMO REVIEWED BY: MDH PROJECT MGR:

. U. S

PRIVACY WALL. PLASTER FINISH. VERIFY COLOR WITH ARCHITECT

DRAWN BY:

JNS

RED ARCH E T

THERESA S. ROBERTS 466 - A

CT ITE

C.I.P. CAPITAL. SLOPE TO DRAIN

REGIS

11.27.07

TOP OF WALL 10' - 0"

DATE:

RG IN ISLA

PROJECT: 1X WOOD BOX ON 2X4 FRAMING

TOP OF SLAB 0' - 0" GRADE. -1' - 6"

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:

PLANTER. SEE LANDSCAPE DOCUMENTS TRIM. PLASTER FINISH OVER HIGH DENSITY FOAM

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

ELEVATION 1/4" = 1'-0"

BEACH COTTAGES BLDG. C SHEET TITLE:

EXTERIOR ELEVATIONS 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 D UNIT 1 (TRUSS DESIGN) : 324-5 UNIT 2 (STANDARD DESIGN) : 305-5

1 A3.11

TOP OF WALL 10' - 0"

TOP OF SLAB 0' - 0" GRADE. -1' - 6" SEE ELEVATION 1/A3.01 FOR ALL NOTES, DIMENSIONS AND DETAILS

SEE ELEVATION 1/A3.03 FOR ALL NOTES, DIMENSIONS AND DETAILS

ELEVATION 1/4" = 1'-0"

12.12.08 NEW SHEET DATE SUBMISSION

REV.

A3.12

SPRINGLINE ARCHITECTS, L.L.C. 12

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

12 3

CONSULTANT:

SEAL:

REVIEWED BY: MDH PROJECT MGR:

. U. S

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

LMO

TOP OF SLAB 0' - 0" GRADE. -1' - 6"

JNS

RED ARCH E T

THERESA S. ROBERTS 466 - A

CT ITE

DRAWN BY:

REGIS

11.27.07

DATE:

6' - 0"

TOP OF WALL 10' - 0"

RG IN ISLA

PROJECT:

ELEVATION 1/4" = 1'-0"

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

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

BEACH COTTAGES BLDG. D SHEET TITLE:

EXTERIOR ELEVATIONS SHEET NUMBER:

A3.05

1 A3.11

12 12

12 6

12 12

TOP OF WALL 10' - 0"

TOP OF SLAB 0' - 0" SEE ELEVATION 1/A3.04 FOR ALL NOTES, DIMENSIONS AND DETAILS

SEE ELEVATION 1/A3.02 FOR ALL NOTES, DIMENSIONS AND DETAILS

ELEVATION 1/4" = 1'-0"

12.12.08 NEW SHEET DATE SUBMISSION

REV.

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

2 A3.12

CONSULTANT:

12 6

12 3 12 SEAL:

LMO REVIEWED BY:

PROJECT MGR:

. U. S

MDH

JNS

RED ARCH E T

THERESA S. ROBERTS 466 - A

CT ITE

DRAWN BY:

REGIS

11.27.07

TOP OF WALL 10' - 0"

DATE:

RG IN ISLA

6' - 0"

PROJECT:

POND BAY

SEE ELEVATION 2/A3.04 FOR ALL NOTES, DIMENSIONS AND DETAILS

TOP OF SLAB 0' - 0" GRADE. -1' - 6"

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:

ELEVATION 1/4" = 1'-0"

BEACH COTTAGES BLDG. D SHEET TITLE:

EXTERIOR ELEVATIONS SHEET NUMBER:

A3.06

WOOD TRUSS. SEE STRUCTURAL DRAWINGS

2 A3.11

CORRUGATED METAL ROOF 1 A4.01

R-25 FOIL FACED INSULATION (TYP.)

6 3x8 RAFTERS EVENLY SPACED

A4.02

SEE INTERIOR DESIGN DRAWINGS FOR CEILING FINISHES, HEIGHTS AND DETAILS

T&G CEILING (TYP.) 6

TOP OF WALL 10' - 0" 6X6 P.T. WOOD COLUMN. PAINT FINISH PRECAST WALL CAP PRECAST WALL CAP STONE VENEER (TYP.) STONE VENEER (TYP.)

C.I.P. COLUMN

CONCRETE COLUMN BASE

TOP OF SLAB 0' - 0" GRADE. -1' - 6"

CONCRETE STEPS SLAB ON GRADE. SEE STRUCTURAL DRAWINGS

SECTION 1/4" = 1'-0"

1 12.12.08 12.11.08 09.17.08 09.08.08 08.11.08 07.22.08 06.10.08 3 05.22.08 05.19.08 2 05.07.08 02.14.08 12.17.07 12.13.07 11.21.07 08.31.07 REV. DATE 6 5 4

ROOF CRICKET

WOOD TRUSS. SEE STRUCTURAL DRAWINGS

CORRUGATED METAL ROOF

ALTERNATE ELEVATIONS ELECT. SPEC. MODIFICATION VE CONSTRUCTION DOCUMENTS

1 A3.11 R-25 FOIL FACED INSULATION (TYP.)

SPRINGLINE ARCHITECTS, L.L.C. SEE INTERIOR DESIGN DRAWINGS FOR CEILING FINISHES, HEIGHTS AND DETAILS

SEE INTERIOR DESIGN DRAWINGS FOR CEILING FINISHES, HEIGHTS AND DETAILS 7 A4.11

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

7 A4.11 CONSULTANT:

11 A4.11

TOP OF WALL 10' - 0" 8 A4.11 SEAL:

LMO

WOOD CAP

REVIEWED BY:

STONE VENEER (TYP.)

PROJECT MGR:

. U. S

MDH

1X4 T&G WOOD SIDING (TYP.)

JNS

TOP OF SLAB 0' - 0"

THERESA S. ROBERTS 466 - A

CT ITE

DRAWN BY:

PRECAST WALL CAP

RED ARCH E T

11.27.07

DATE:

2 A4.01

REGIS

6X12 P.T. WOOD BEAM. PAINT FINISH

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

SECTION 1/4" = 1'-0"

PROJECT ID: 050-07-1

OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC 5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830 6 BUILDING NAME:

BEACH COTTAGES BLDG. B SHEET TITLE:

BUILDING SECTIONS SHEET NUMBER:

A3.11

WOOD TRUSS. SEE STRUCTURAL DRAWINGS

2 A3.12

CORRUGATED METAL ROOF R-25 FOIL FACED INSULATION (TYP.) SEE INTERIOR DESIGN DRAWINGS FOR CEILING FINISHES, HEIGHTS AND DETAILS

PLASTER CAPITAL

T&G CEILING (TYP.)

TOP OF WALL 10' - 0" 1 A4.03 PRECAST WALL CAP 12"X12" TILE PRECAST WALL CAP STONE VENEER (TYP.) 2 A4.03

STONE VENEER (TYP.)

TOP OF SLAB 0' - 0" GRADE. -1' - 6"

SLAB ON GRADE. SEE STRUCTURAL DRAWINGS

SECTION 1/4" = 1'-0"

ROOF CRICKET

WOOD TRUSS. SEE STRUCTURAL DRAWINGS

CORRUGATED METAL ROOF

12.12.08 NEW SHEET DATE SUBMISSION

REV.

1 A3.12 R-25 FOIL FACED INSULATION (TYP.) SPRINGLINE ARCHITECTS, L.L.C. SEE INTERIOR DESIGN DRAWINGS FOR CEILING FINISHES, HEIGHTS AND DETAILS

SEE INTERIOR DESIGN DRAWINGS FOR CEILING FINISHES, HEIGHTS AND DETAILS 7 A4.11

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

7 A4.11 CONSULTANT:

11 A4.11

TOP OF WALL 10' - 0" 8 A4.11 SEAL:

REVIEWED BY:

STONE VENEER (TYP.)

PROJECT MGR:

STONE VENEER (TYP.)

. U. S

MDH

JNS

TOP OF SLAB 0' - 0"

THERESA S. ROBERTS 466 - A

LMO

RED ARCH E T

CT ITE

DRAWN BY:

PRECAST WALL CAP

REGIS

11.27.07

PRECAST WALL CAP

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

SECTION 1/4" = 1'-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:

BEACH COTTAGES BLDG. C SHEET TITLE:

BUILDING SECTIONS SHEET NUMBER:

A3.12

6 2X10 WOOD FASCIA. PAINT FINISH

5 A4.11 1/2" DIA. ROUTERED CORNER (TYP.)

CORRUGATED METAL ROOF

6 ALIGN T&G WITH PLYWOOD DECK @ PORCH AND MAIN ROOF CONNECTION CORRUGATED METAL ROOF

3 A4.11 2 A4.11

TOP OF WALL 10' - 0"

TOP OF WALL 10' - 0" 2X10 WOOD FASCIA. PAINT FINISH 9' - 3 1/2" B.O. BEAM

6 6X12 P.T. WOOD BEAM. PAINT FINISH

STAINLESS STEEL BRACKET WITH (2) COATS MARINE GRADE PRIMER AND (2) COATS OIL PAINT TO MATCH PLASTER 12.12.08 12.11.08 09.17.08 09.08.08 08.11.08 07.22.08 06.10.08 3 05.22.08 05.19.08 2 05.07.08 02.14.08 12.17.07 12.13.07 11.21.07 08.31.07 REV. DATE 6 5 4

6X6 P.T. WOOD COLUMN. PAINT FINISH

CMU WALL. SEE STRUCTURAL DRAWINGS

CMU WALL. SEE STRUCTURAL DRAWINGS 6

INTERIOR

1/2" DIA. ROUTERED CORNER (TYP.) PRECAST WALL CAP

ALTERNATE ELEVATIONS ELECT. SPEC. MODIFICATION VE CONSTRUCTION DOCUMENTS

PRECAST WALL CAP FINISH FLOOR. SEE INTERIOR DESIGN DRAWINGS

SPRINGLINE ARCHITECTS, L.L.C.

STONE VENEER

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

STONE VENEER 6

TILE FLOOR ON SLAB ON GRADE CONCRETE COLUMN BASE

REFER TO LANDSCAPE ARCHITECTURAL PLAN FOR SITE SPECIFIC STAIR LOCATIONS

FINISH FLOOR. SEE INTERIOR DESIGN DRAWINGS

CONSULTANT:

6 A4.13

TOP OF SLAB 0' - 0"

11.27.07

DRAWN BY:

GRADE. -1' - 6"

LMO REVIEWED BY:

PROJECT MGR:

. U. S

MDH

CONCRETE FOUNDATION. SEE STRUCTURAL DRAWINGS

JNS

RED ARCH E T

THERESA S. ROBERTS 466 - A

CT ITE

LIQUID APPLIED WATERPROOFING MEMBRANE. SEE SPECIFICATIONS

SEAL:

DATE:

13 A4.11

REGIS

TOP OF SLAB 0' - 0"

RG IN ISLA

6 MIL POLY VAPOR BARRIER 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 CONCRETE FOUNDATION. SEE STRUCTURAL DRAWINGS

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

6 MIL POLY VAPOR BARRIER 6

WALL SECTION 1" = 1'-0"

BEACH COTTAGES BLDG. B

SHEET TITLE:

WALL SECTIONS SHEET NUMBER:

A4.01

1 1

A3.11

CORRUGATED METAL ROOF

T&G TO FACE OF DROPPED CEILING 6 6 T&G CEILING

3x8 RAFTERS EVENLY SPACED 6 3x8 RAFTERS EVENLY SPACED

2X4 WOOD FRAMING @ 16" O.C. FOR T&G

CORRUGATED METAL ROOF

ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT

2-1/2" CROWN MOLDING

6 6

TOP OF WALL 10' - 0"

1' - 1 1/4"

9' - 5 1/2" B.O.BEAM BOND BEAM. SEE STRUCTURAL DRAWINGS

2X10 WOOD FASCIA BEYOND

2X WOOD SOFFIT. PAINT FINISH

12.12.08 12.11.08 09.17.08 09.08.08 08.11.08 07.22.08 06.10.08 3 05.22.08 05.19.08 2 05.07.08 02.14.08 12.17.07 12.13.07 11.21.07 08.31.07 REV. DATE 6 5 4

6X12 P.T. WOOD BEAM. PAINT FINISH

2" WOOD TRIM @ END OF T&G

PLASTER FINISH 6

ALTERNATE ELEVATIONS ELECT. SPEC. MODIFICATION VE CONSTRUCTION DOCUMENTS

STONE VENEER / WOOD SIDING WHERE OCCURS

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

STONE VENEER / WOOD SIDING WHERE OCCURS

CONSULTANT: 6 TILE FLOOR ON SLAB ON GRADE

11.27.07 DRAWN BY: Author REVIEWED BY:

PROJECT MGR:

. U. S

Checker CONCRETE FOUNDATION. SEE STRUCTURAL DRAWINGS

Approver

RED ARCH E T

THERESA S. ROBERTS 466 - A

TOP OF SLAB 0' - 0"

REGIS

CT ITE

TOP OF SLAB 0' - 0"

SEAL:

DATE:

RG IN ISLA

PROJECT: LIQUID APPLIED WATERPROOFING MEMBRANE. SEE SPECIFICATIONS

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:

SECTION THRU PORCH 1" = 1'-0"

SECTION THRU ENTRY 1" = 1'-0"

BEACH COTTAGES BLDG. B SHEET TITLE:

WALL SECTIONS SHEET NUMBER:

A4.02

2X10 WOOD FASCIA. PAINT FINISH

CORRUGATED METAL ROOF 3x8 RAFTERS EVENLY SPACED

CORRUGATED METAL ROOF

3/4X6 T&G DECKING. PAINT FINISH

ALIGN T&G WITH PLYWOOD DECK @ PORCH AND MAIN ROOF CONNECTION

5 A4.11

PLASTER FINISH ON 1/2" DURAROCKON 1/2" PLYWOOD

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

6x6 P.T. WOOD COLUMN

6X12 P.T. WOOD BEAM. PAINT FINISH

2' - 0" O.C.

KEYSTONE. PLASTER FINISH OVER HIGH DENSITY FOAM

TOP OF WALL 10' - 0" B.O. BEAM

3 A4.15

TOP OF WALL 10' - 0" 2X10 WOOD FASCIA. PAINT FINISH

9' - 5 1/2"

6X12 P.T. WOOD BEAM. PAINT FINISH

C.I.P. CAPITAL. SLOPE TO DRAIN

T&G CEILING

STONE VENEER TO CONCRETE COLUMN

CMU WALL. SEE STRUCTURAL DRAWINGS 3x8 RAFTERS EVENLY SPACED

1 A4.15 3/4" TILE ON 1/4" THINSET ON 1/2" CEMENT BOARD

PRECAST WALL CAP

CMU WALL. SEE STRUCTURAL DRAWINGS STONE VENEER

12.12.08 NEW SHEET DATE SUBMISSION

REV.

PRECAST WALL CAP FINISH FLOOR. SEE INTERIOR DESIGN DRAWINGS SPRINGLINE ARCHITECTS, L.L.C. 6100 RED HOOK QUARTERS, SUITE E2-1 ST. THOMAS, VI 00802 Tel. (340) 777-2345 www.springlinearchitects.com

STONE VENEER

TILE FLOOR ON SLAB ON GRADE

CONSULTANT:

8" STONE VENEER TO GRADE CONCRETE STEPS REFER TO LANDSCAPE ARCHITECTURAL PLAN FOR SITE SPECIFIC STAIR LOCATIONS

TOP OF SLAB 0' - 0" SEAL:

11.27.07

14 A4.11

LMO REVIEWED BY: MDH PROJECT MGR:

. U. S

GRADE. -1' - 6"

JNS

THERESA S. ROBERTS 466 - A

CT ITE

DRAWN BY:

RED ARCH E T

DATE:

13 A4.11

REGIS

TOP OF SLAB 0' - 0"

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

CONCRETE FOUNDATION. SEE STRUCTURAL DRAWINGS

PROJECT ID: 050-07-1 OWNER:

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

CONCRETE FOUNDATION. SEE STRUCTURAL DRAWINGS

BUILDING NAME:

BEACH COTTAGES BLDG. C

6 MIL POLY VAPOR BARRIER

SHEET TITLE:

WALL SECTION 1" = 1'-0"

WALL SECTIONS SHEET NUMBER:

A4.03

1 A4.04

WOOD TRUSS. SEE TRUSS SHOP DRAWINGS

T&G TO FACE OF DROPPED CEILING 2 CORRUGATED METAL ROOF

A4.04

3X FRAMING ON 3X SLEEPERS

2X12 WOOD FASCIA. PAINT FINISH CORRUGATED METAL ROOF

T&G TO FACE OF DROPPED CEILING

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

째 30.00

T&G CEILING 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

2X10 WOOD FASCIA. PAINT FINISH

60 .00 째

2X10 WOOD FASCIA BEYOND

TOP OF WALL 10' - 0"

B.O.BEAM

9' - 0 3/8"

1' - 0"

9' - 0 3/8"

B.O. BEAM

2' - 6" O.C. (TYP.)

6X12 P.T. WOOD BEAM. PAINT FINISH

3X8 ANGLED SUPPORTS

CMU WALL. SEE STRUCTURAL DRAWINGS 6X6 P.T. WOOD COLUMN. PAINT FINISH PLASTER FINISH. SEE SPECS CUT 3/4" SEAT FOR SUPPORT

SEE INTERIOR DESIGN DRAWINGS FOR CEILING FINISHES, HEIGHTS AND DETAILS 1/2" DIA. ROUTERED CORNER (TYP.) PRECAST WALL CAP

12.12.08 NEW SHEET DATE SUBMISSION

REV. STONE VENEER PRECAST WALL CAP WOOD TRIM

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

STONE VENEER 1X WOOD BOX ON 2X4 FRAMING

TILE FLOOR ON SLAB ON GRADE

CONSULTANT:

1X6 WOOD BASE. OFFSET 1/4" FROM FINISHED FLOOR TILE FLOOR ON SLAB ON GRADE

TOP OF SLAB 0' - 0" SEAL:

11.27.07

Author REVIEWED BY:

PROJECT MGR: CONCRETE FOUNDATION. SEE STRUCTURAL DRAWINGS

. U. S

Checker

Approver

THERESA S. ROBERTS 466 - A

CT ITE

DRAWN BY:

CONCRETE STEPS

RED ARCH E T

DATE:

14 A4.11

REGIS

TOP OF SLAB 0' - 0"

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

WALL SECTION 1" = 1'-0"

OWNER:

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

BEACH COTTAGES BLDG. D SHEET TITLE:

WALL SECTIONS SHEET NUMBER:

A4.04

2X10 WOOD FASCIA. PAINT FINISH

CMU WALL. SEE STRUCTURAL DRAWINGS

3/4X6 T&G DECKING. PAINT FINISH

5 A4.11 CORRUGATED METAL ROOF

ALIGN T&G WITH PLYWOOD DECK @ PORCH AND MAIN ROOF CONNECTION 1/2" DIA. ROUTERED CORNER (TYP.)

3 A4.11

TOP OF WALL 10' - 0" 9' - 3 1/2" B.O. BEAM

6X12 P.T. WOOD BEAM. PAINT FINISH

STAINLESS STEEL BRACKET WITH (2) COATS MARINE GRADE PRIMER AND (2) COATS OIL PAINT TO MATCH PLASTER 6X6 P.T. WOOD COLUMN. PAINT FINISH

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

12.12.08 NEW SHEET DATE SUBMISSION

REV. PRECAST WALL CAP

STONE VENEER SPRINGLINE ARCHITECTS, L.L.C.

WOOD TRIM

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

FINISH FLOOR. SEE INTERIOR DESIGN DRAWINGS

CONSULTANT:

1X WOOD BOX ON 2X4 FRAMING

TILE FLOOR ON SLAB ON GRADE

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

LMO

13 A4.11

REVIEWED BY:

PROJECT MGR:

GRADE. -1' - 6"

. U. S

MDH

JNS

RED ARCH E T

THERESA S. ROBERTS 466 - A

DRAWN BY:

REGIS

11.27.07

DATE:

CT ITE

REFER TO LANDSCAPE ARCHITECTURAL PLAN FOR SITE SPECIFIC STAIR LOCATIONS

TOP OF SLAB 0' - 0"

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:

CONCRETE FOUNDATION. SEE STRUCTURAL DRAWINGS

BEACH COTTAGES BLDG. D

6 MIL POLY VAPOR BARRIER

SHEET TITLE:

WALL SECTIONS SHEET NUMBER:

WALL SECTION 1" = 1'-0"

A4.05

WOOD SPHERE

2X10 WOOD FASCIA. PAINT FINISH

4X6 WOOD POST

WOOD TRUSS. SEE STRUCTURAL DRAWINGS

3/4X6 T&G DECKING. PAINT FINISH

T&G TO FACE OF DROPPED CEILING

5 A4.11

CORRUGATED METAL ROOF CORRUGATED METAL ROOF 3x8 RAFTERS EVENLY SPACED

ALIGN T&G WITH PLYWOOD DECK @ PORCH AND MAIN ROOF CONNECTION

6X12 P.T. WOOD BEAM. PAINT FINISH

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

WOOD LATTICE ON PLASTER FINISH

12 A4.13

2X10 WOOD FASCIA BEYOND

TOP OF WALL 10' - 0"

6X12 P.T. WOOD BEAM. PAINT FINISH

9' - 5 1/2"

9' - 3 1/2"

B.O. BEAM

STAINLESS STEEL BRACKET WITH (2) COATS MARINE GRADE PRIMER AND (2) COATS OIL PAINT TO MATCH PLASTER

8' - 4 1/2" B.O. BEAM 1' - 6" O.C. 6X6 P.T. WOOD BEAM. PAINT FINISH 6X6 P.T. WOOD VERTICAL MEMBERS @ 2'-0" O.C.

CMU WALL. SEE STRUCTURAL DRAWINGS

STAINLESS STEEL BRACKET WITH (2) COATS MARINE GRADE PRIMER AND (2) COATS OIL PAINT TO MATCH PLASTER

6X6 P.T. WOOD COLUMN. PAINT FINISH

CMU WALL. SEE STRUCTURAL DRAWINGS 1/2" DIA. ROUTERED CORNER (TYP.) 6X6 P.T. WOOD COLUMN. PAINT FINISH

SEE INTERIOR DESIGN DRAWINGS FOR CEILING FINISHES, HEIGHTS AND DETAILS

12.12.08 NEW SHEET DATE SUBMISSION

REV.

WOOD CAP

1X4 T&G WOOD SIDING (TYP.) SPRINGLINE ARCHITECTS, L.L.C. 6100 RED HOOK QUARTERS, SUITE E2-1 ST. THOMAS, VI 00802 Tel. (340) 777-2345 www.springlinearchitects.com 1/2" DIA. ROUTERED CORNER (TYP.)

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

1 A4.13 CONSULTANT: FINISH FLOOR. SEE INTERIOR DESIGN DRAWINGS TILE FLOOR ON SLAB ON GRADE TILE FLOOR ON SLAB ON GRADE 14 A4.11

11.27.07

TOP OF SLAB 0' - 0"

DRAWN BY:

REFER TO LANDSCAPE ARCHITECTURAL PLAN FOR SITE SPECIFIC STAIR LOCATIONS

LMO REVIEWED BY:

CONCRETE STEPS

PROJECT MGR:

. U. S

MDH

JNS

GRADE. -1' - 6"

RED ARCH E T

THERESA S. ROBERTS 466 - A

CT ITE

TOP OF SLAB 0' - 0"

SEAL:

DATE:

13 A4.11

REGIS

CONCRETE COLUMN BASE

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

CONCRETE FOUNDATION. SEE STRUCTURAL DRAWINGS

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

BEACH COTTAGES BLDG. B

CONCRETE FOUNDATION. SEE STRUCTURAL DRAWINGS

SHEET TITLE: 6 MIL POLY VAPOR BARRIER

WALL SECTIONS SHEET NUMBER:

WALL SECTION 1" = 1'-0"

A4.06

CORRUGATED METAL ROOF

T&G TO FACE OF DROPPED CEILING 3x8 RAFTERS EVENLY SPACED

STAINLESS STEEL BRACKET WITH (2) COATS MARINE GRADE PRIMER AND (2) COATS OIL PAINT TO MATCH PLASTER 1X6 T&G

TOP OF WALL 10' - 0" 9' - 5 1/2" B.O. BEAM

6X12 P.T. WOOD BEAM. PAINT FINISH

C.I.P. CAPITAL. SLOPE TO DRAIN

T&G CEILING

CMU WALL. SEE STRUCTURAL DRAWINGS

12.12.08 NEW SHEET DATE SUBMISSION

REV. PRECAST WALL CAP

STONE VENEER SPRINGLINE ARCHITECTS, L.L.C. C.I.P. COLUMN

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

TILE FLOOR ON SLAB ON GRADE

CONSULTANT:

CONCRETE COLUMN BASE

14 A4.11

TOP OF SLAB 0' - 0" SEAL:

REVIEWED BY:

PROJECT MGR:

. U. S

Checker

Approver

THERESA S. ROBERTS 466 - A

Author

RED ARCH E T

CT ITE

DRAWN BY:

REGIS

11.27.07

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 CONCRETE FOUNDATION. SEE STRUCTURAL DRAWINGS

PROJECT ID: 050-07-1 OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

WALL SECTION 1" = 1'-0"

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

BEACH COTTAGES BLDG. B SHEET TITLE:

WALL SECTIONS SHEET NUMBER:

A4.07

4 5/8"

STUD @ 24" O.C. 1/2" GWB

UNFACED FIBERGLASS SOUND ATTENUATION BLANKET

RIDGE CAP INSTALL PER MFR'S RECOMMENDATIONS

12" FLASHING WITH VALLEY RIDGE, FINISH TO MATCH ROOF

(2) 5/8" TYPE "X" GWB W/FIRE STOP CAULK @ PERIMETER AND ALL PENETRATIONS

CL OF WALL CORRUGATED METAL ROOF

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

METAL ROOFING

CRICKET FRAMING BY G.C. BASE BOARD. SEE INTERIOR DESIGN DRAWINGS CONTINUOUS ACOUSTIC SEALANT (TYP. AT PERIMETER)

CORRUGATED METAL ROOFING

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

ICE & WATER SHIELD ON PT PLY, SEE STRUCTURAL DWGS

PT PLY ON WOOD TRUSS, SEE STRUCTURAL DWGS

WOOD TRUSS (SEE STRUCTURAL DWGS)

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

FINISH FLOOR

4 1/4"

TYPE

4 1/4"

TRUSS VALLEY

1 x 4 FURRING (PERPINDICULAR TO CLG FINISH) 7"

1 1/2" = 1'-0"

T.O. PLATE 10' 3"

1/2" x 6" WOOD FINISH CEILING

TRUSS RIDGE

ROOF TRUSS

CORRUGATED METAL ROOF

HEEL OF TRUSS TO ALIGN W/ WALL FINISH, TYP

ICE & WATER SHIELD

WOOD TRIM 0' - 9 3/8"

12 CONTINUOUS FOAM CLOSURE STRIP (TYP.)

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

GUTTER FLASHING, PROVIDE FELT PAPER BETWEEN DISSIMILAR METALS

UNFACED FIBERGLASS SOUND ATTENUATION BLANKET

7/8" RESILLIENT CHANNEL @ 24" O.C. ANCHORED TO CMU, BOTH SIDES

6" WIDE LT. GAUGE METAL STUDS @ 24" O.C.

5/8" PLYWOOD

(2) 2x TOP PLATE, CUT TO FIT

1/2" GWB

1 1/2" = 1'-0"

ALUMINUM GUTTER. VERIFY COLOR WITH ARCHITECT

ROOF TRUSS

2x10 WOOD FASCIA, PAINT FINISH

6 CAULK ALL EDGES

BASE BOARD. SEE INTERIOR DESIGN DRAWINGS

WOOD BLOCK @ 1'-6" O.C. PAINT FINISH. WHERE OCCURS

OVERLAP ROOFING MIN. 1"

CONTINUOUS ACOUSTIC SEALANT (TYP. AT PERIMETER)

FIBER CEMENT TRIM 6

WOOD TRUSS. SEE STRUCTURAL DRAWINGS

PLASTER FINISH

FINISH FLOOR GWB ON 1x FURRING W/ CROWN MOULD

SCISSOR TRUSS @ PARTI WALL TYPE

1 1/2" = 1'-0"

PITCH CHANGE DETAIL

1 1/2" = 1'-0"

TYPICAL EAVE

1 1/2" = 1'-0"

3/4x6 T&G DECKING HEEL OF TRUSS TO ALIGN W/ WALL FINISH, TYP

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.

CL OF WALL

3X8 RAFTER, NOTCHED AND ROUTED

3 1/2"

MARBLE TILE ROOF TRUSS

GALV ANGLE BOLTED EACH SIDE SEE TYPICAL EAVE DETAIL

1 1/2" THICK MARBLE BULLNOSE 4" MIN

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

PARTITION TYPES 3" = 1'-0"

FINISH COLUMN

WOOD FINISH CEILING 3/4"

6 2X10 WOOD FASCIA. PAINT FINISH

PLASTER FINISH

FINISH TREAD

T.O. PLATE 10' 3" 6X12 P.T. WOOD BEAM. PAINT FINISH

GRADE PER CIVIL HEEL OF TRUSS TO ALIGN W/ WALL FINISH, TYP

WOOD TRIM

CORNER OF PORCH BEYOND

B.O. BEAM 9'- 3 1/2" 6X6 P.T. WOOD COLUMN. PAINT FINISH

1/2" WALL BOARD

12.12.08 12.11.08 09.17.08 09.08.08 08.11.08 07.22.08 06.10.08 3 05.22.08 05.19.08 2 05.07.08 02.14.08 12.17.07 12.13.07 11.21.07 08.31.07 REV. DATE 6 5 4

1" X 4" FURRING

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

ALTERNATE ELEVATIONS ELEC. SPEC. MODIFICATION VE CONSTRUCTION DOCUMENTS

METAL STUD

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

SCISSOR TRUSS @ INTERIOR PARTITION

EAVE DETAIL AT PORCH

1 1/2" = 1'-0"

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

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

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

FINISH GRADE

1/2" GWB CONTINUOUS AT PARTI WALL

INTERIOR

CONSULTANT:

SIDEWALK

INT PARTITION REFER TO FL PLAN

MARBLE TILE

FOOTING FOR COLUMN BEYOND 4" 1 _" 2

MIN

GWB

1 1/2" THICK MARBLE BULLNOSE TREAD EDGE (RECESS SLAB TO ACCOMMODATE TILE) IF REQUIRED 3/4" TYP.

REVIEWED BY: 18X18X18 PERFORATED COLLECTOR BOX

MDH # 1 STONE

PROJECT MGR:

CMU PARTI WALL BETWEEN UNITS

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

ENTRY STAIR

FINISH COLUMN

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

. U. S

FI-FOIL HI-PERM W/O VAPOR RETARDER CONTINUOUS AT INTERIOR SIDE OF ALL EXTERIOR WALLS

SPLASH BLOCK DETAIL

1 1/2" = 1'-0"

CMU WALL. SEE SPECS AND STRUCTURAL DWGS

ACOUSTIC CAULK CONTINUOUS AT PERIMETER & ALL PARTI WALL INTERSECTIONS

SCREWDRIVER OPERATED STUD CATCH CORNER OF PORCH BEYOND

INTERIOR

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

GALVANIZED BEADED FRAME. PAINT FINISH TO MATCH CLG. COLOR

DOUBLE WOOD STUDS

STUD LATCH

SIDEWALK

2' - 0"

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

STEPS @ ENTRY 1 1/2" = 1'-0"

FLASHING, FINISH TO MATCH ROOF

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

ICE & WATER SHIELD 1' - 10"

GALVANIZED BEADED FRAME. PAINT FINISH TO MATCH CLG. COLOR

BEACH COTTAGES BLDG. B,C & D

3/4"x6" T&G DECKING ON RAFTERS

SHEET TITLE:

3X8 RAFTER

ARCHITECTURAL DETAILS

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

FOOTING FOR COLUMN BEYOND

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

CORRUGATED METAL ROOF

CONCEALED PIANO HINGE

OPTIONAL NEOPRENE GASKET AROUND FRAME

POND BAY

OWNER:

1x4 RAKE

1/4" HOLES

EXTERIOR

22"X22" ACCESS HATCH

PROJECT:

PROJECT ID: 050-07-1

1/2" REGLET, CAULKED

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

STUCCO

2' - 0"

FI-FOIL HI-PERM W/O VAPOR RETARDER CONTINUOUS AT INTERIOR SIDE OF ALL EXTERIOR WALLS

RG IN ISLA

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

GWB (TYP)

FINISH TREAD

THERESA S. ROBERTS 466 - A

LMO

RED ARCH E T

CT ITE

DRAWN BY: GRADE PER CIVIL

REGIS

11.27.07

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

SEAL:

DATE:

MARBLE TILE AT RISERS (TYP.)

ACOUSTIC CAULK

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

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

SHEET NUMBER:

A4.11

2X4 LEDGER 2X8 LEDGER CAULK

ATTIC ACCESS HATCH DETAIL 1 1/2" = 1'-0"

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

2X10 WOOD FASCIA. PAINT FINISH

5 1X6 T&G. BUTT AND EXPOSED. CAULK AND PAINT

A4.12

CORRUGATED METAL ROOF FLASHING. PAINT FINISH TO MATCH ROOF

1X WOOD TRIM. PAINT FINISH

CAULK 6 ICE & WATER SHIELD

2X10 WOOD FASCIA. PAINT FINISH

18.00째 1

18. 00 째

DECORATIVE 1X WOOD TRIM. SEE ELEVATIONS

0째 8.0

째 00 . 18

1' - 3 3/4"

(2) 3X8 WOOD RAFTERS AT FASCIA

2X4 WOOD FASCIA. PAINT FINISH

1' - 7 1/2"

2' - 11 1/4" (FIELD VERIFY)

6 1X6 T&G. BUTT AND EXPOSED. CAULK AND PAINT 1X4 T&G (TYP.)

13' - 0" (FIELD VERIFY)

FASCIA DETAIL AT ENTRY

DECORATIVE PATTERN @ ENTRY

3" = 1'-0"

1 1/2" = 1'-0"

2X10 WOOD FASCIA. PAINT FINISH

A4.12

FLASHING. PAINT FINISH TO MATCH ROOF

1X6 T&G. BUTT AND EXPOSED. CAULK AND PAINT

CAULK

1X WOOD TRIM. PAINT FINISH

4' - 10 1/2" (FIELD VERIFY)

CONTINUOUS 2X6 NAILER

/4" 81

6 R

2X10 WOOD FASCIA. PAINT FINISH

4" 8 1/

1/ 2"

ICE & WATER SHIELD

-1

2" 1/

DECORATIVE 1X WOOD TRIM. SEE ELEVATIONS

1X6 T&G. BUTT AND EXPOSED. CAULK AND PAINT CMU WALL. SEE STRUCTURAL DRAWINGS 19' - 6" (FIELD VERIFY)

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

DECORATIVE PATTERN @ PORCH

1" = 1'-0"

2X10 WOOD FASCIA. PAINT FINISH

A4.12 CORRUGATED METAL ROOF

6 ICE & WATER SHIELD 2X10 WOOD FASCIA. PAINT FINISH 6

SPRINGLINE ARCHITECTS, L.L.C.

CONSULTANT:

9 1/4"

2" (TYP.)

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

VE CONSTRUCTION DOCUMENTS

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

1' - 3 3/4"

(2) 3X8 WOOD RAFTERS @ FASCIA

9 1/4 "

2' - 11 1/4" (FIELD VERIFY)

CAULK

ALTERNATE ELEVATIONS ELEC. SPEC. MODIFICATION

1' - 7 1/2"

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

FLASHING. PAINT FINISH TO MATCH ROOF

12.12.08 12.11.08 09.17.08 09.08.08 08.11.08 07.22.08 06.10.08 3 05.22.08 05.19.08 2 05.07.08 02.14.08 12.17.07 12.13.07 11.21.07 08.31.07 REV. DATE 6 5 4

3/4" P.T. PLYWOOD 1X4 T&G (TYP.) 1' - 0 1/4"

10' - 11 1/2"

1' - 0 1/4"

13' - 0" (FIELD VERIFY) SEAL:

3" = 1'-0"

DECORATIVE PATTERN @ ENTRY

1 1/2" = 1'-0"

REVIEWED BY: Checker

CAULK

3 3/4"

PROJECT MGR: 6

. U. S

4" DIA. WOOD SPHERE

Author

Approver

4x6 WOOD POST. PAINT FINISH

A4.12

THERESA S. ROBERTS 466 - A

FASCIA DETAIL AT ENTRY

RED ARCH E T

CT ITE

DRAWN BY:

REGIS

11.27.07

DATE:

RG IN ISLA

PROJECT:

POND BAY

1x3 WOOD FASCIA. PAINT FINISH FLASHING. PAINT FINISH TO MATCH ROOF

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

2X10 WOOD FASCIA. PAINT FINISH

6 4X6 WOOD POST AT RIDGE 6 ICE & WATER SHIELD

CONTINUOUS 2X6 NAILER 2X10 WOOD FASCIA. PAINT FINISH

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

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

/4" 91

4' - 10 1/2" (FIELD VERIFY)

PROJECT ID: 050-07-1

BUILDING NAME:

BEACH COTTAGES BLDG. B,C & D

SHEET TITLE: CMU WALL. SEE STRUCTURAL DRAWINGS 9 1/4"

ARCHITECTURAL DETAILS

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

SHEET NUMBER:

A4.12

1' - 2 1/2" (TYP.) 19' - 6" (FIELD VERIFY)

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

DECORATIVE PATTERN @ PORCH 1" = 1'-0"

6 6 3/4x6 T&G DECKING 6

3X8 RAFTER, NOTCHED AND ROUTED GALV ANGLE BOLTED EACH SIDE SEE TYPICAL EAVE DETAIL

CMU WALL. SEE STRUCTURAL DRAWINGS 2 A4.13

WOOD BLOCK @ 1'-6" O.C. PAINT FINISH. WHERE OCCURS 2X10 WOOD FASCIA. PAINT FINISH

WOOD CAP. PAINT FINISH

6X12 P.T. WOOD BEAM. PAINT FINISH 2X4 WOOD FASCIA. PAINT FINISH

9'- 3 1/2" 6X6 P.T. WOOD VERTICAL MEMBERS @ 2'-0" O.C. BEYOND. PAINT FINISH

A4.13

6X6 P.T. WOOD BEAM. PAINT FINISH

6 2"

6X6 P.T. WOOD COLUMN. PAINT FINISH

3/4"

6 3' - 0"

5 1/2"

B.O. BEAM

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

1X6 WOOD CAPITAL 2X4 WOOD BLOCKING @ 12" O.C. 6

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

5 1/2"

1 1/2" = 1'-0"

3 A4.13

1' - 0" O.C.

EAVE DETAIL AT PORCH

6 PLASTER FINISH

GRADE - SLOPE AWAY FROM BUILDING

6 C.I.P. COLUMN

6 6X6 P.T. WOOD COLUMN. PAINT FINISH

SOLID TOP W/EASED EDGES

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

GROUT BED 0' - 4"

CONCRETE FOOTING. SEE STRUCTURAL DRAWINGS

CONCEALED COLUMN ANCHOR, THRU BOLT

CONCRETE CURB

0' - 3"

FLOOR TILE SEE ID SPEC 8 A4.13 11

A4.13 NON-SHRINK GROUT AS REQUIRED SEE STRUCTURAL DRAWINGS FOR CONCRETE FOOTING

WOOD SIDING @ WALL

1 1/2" = 1'-0" 10"x10"x10" CONC BASE W/ 1/2" REVEALS 2X4 WOOD BLOCKING BEYOND 10" 4"

4" 2"

WOOD CAP

1 1/2" = 1'-0"

12.12.08 12.11.08 09.17.08 09.08.08 08.11.08 07.22.08 06.10.08 3 05.22.08 05.19.08 2 05.07.08 02.14.08 12.17.07 12.13.07 11.21.07 08.31.07 REV. DATE 6 5 4

1 1/2"

1 1/2" = 1'-0"

SHIPWRIGHT ENTRY COLUMN SECTION DETAIL

STANDARD ENTRY COLUMN SECTION DETAIL

FLASHING WITH DRIP EDGE

6 2"

6 4X4 P.T. WOOD IN BETWEEN COLUMNS @ 1'-0" O.C.

CAULK 6

CAULK

PLASTER FINISH

5 1/2"

3/4" OVERLAP END PIECE

10"x10"x10" CONC BASE W/ 1/2" REVEALS

WOOD SIDING PLAN DETAIL

10"

5 1/2"

1X4 T&G WOOD SIDING. PAINT FINISH

3" = 1'-0"

WOOD CAP DETAIL

3" = 1'-0"

CMU WALL

CONCRETE COLUMN BASE

1' - 6"

VE CONSTRUCTION DOCUMENTS

CMU WALL

1' - 10"

1' - 6"

1X4 T&G WOOD SIDING. PAINT FINISH

10"

6X6 P.T. WOOD COLUMN SEE STRUCTURAL DRAWINGS FOR STEEL LAYOUT

2 1/4"

C.I.P. COLUMN

ALTERNATE ELEVATIONS ELEC. SPEC. MODIFICATION

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

PLASTER FINISH

2" 7

1' - 10"

1X4 T&G WOOD SIDING. PAINT FINISH

A4.13 10

CONSULTANT:

CMU WALL. SEE STRUCTURAL DRAWINGS

A4.13 BEVEL CUT BOTTOM OF T&G

1 1/2" = 1'-0"

PRECAST WALL CAP

CAULK

9 A4.13

METAL FLASHING W / DRIP EDGE

DATE: 11.27.07

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

GRADE - SLOPE AWAY FROM BUILDING

REVIEWED BY: MDH PROJECT MGR: JNS

4 1/2"

CONCRETE CAP

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

1/2"

THERESA S. ROBERTS 466 - A

RG IN ISLA

STONE VENEER

WOOD SIDING CLOSURE DETAIL

3" = 1'-0" 9 1/2"

. U. S

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

CMU WALL REFER TO STRUCTURAL DWGS FOR SPECIFICATIONS

LMO

DUR-A-WALL ANCHOR. SEE STRUCTURAL DRAWINGS

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

DRAWN BY:

RED ARCH E T

CT ITE

CAULK

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

SEAL:

1 1/2" = 1'-0"

SHIPWRIGHT ENTRY COLUMN PLAN DETAIL

STANDARD ENTRY COLUMN PLAN DETAIL

5 1/2"

REGIS

CAULK

3" = 1'-0"

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

BASE CONNECTION, SEE STRUCTURAL DRAWINGS

SHOWER CURB SECTION DETAIL

PLASTER FINISH

CMU WALL. SEE STRUCTURAL DRAWINGS

2 1/2"

EXG SLAB

PROJECT:

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

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

PROJECT ID: 050-07-1 OWNER:

FI-FOIL HI PERM-W/O VAPOR RETARDER REFER TO MANUF FOR INSTALLATION INSTRUCTIONS

GRADE - SLOPE AWAY FROM BUILDING

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

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

STEP DIMENSION PER CIVIL DRAWINGS

BUILDING NAME:

BEACH COTTAGES BLDG. B,C & D CONCRETE FOOTING. SEE STRUCTURAL DRAWINGS

SHEET TITLE:

ARCHITECTURAL DETAILS EXTERIOR

INTERIOR SHEET NUMBER:

A4.13

TYP RESIDENTIAL EXTERIOR WALL SECTION 3" = 1'-0"

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

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

PRECAST WALL CAP

4 1/2"

1 1/4"

WOOD TRIM

TRIM @ 2'-0" WINDOW

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

3 1/4"

TRIM @ 6'-0" WINDOW

6X6 P.T. WOOD COLUMN. PAINT FINISH

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

7 1X WOOD BOX ON 2X4 FRAMING ATTACH WITH SS SCREWS

1x4 WOOD TRIM. PAINT FINISH

2' - 5"

A4.14 CAULK FLASHING. PAINT FINISH TO MATCH ROOF

4' - 10 1/2" (FIELD VERIFY)

2X10 WOOD FASCIA. PAINT FINISH

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

ICE & WATER SHIELD PLASTER / PAINT FINISH

CAULK 45 DEGREE CUT AT TOP EDGE 5 3/4"

FINISH FLOOR 1/4"

CONTINUOUS 2X6 NAILER 2X10 WOOD FASCIA. PAINT FINISH

TRUSS ENTRY COLUMN SECTION DETAIL

CAULK

1 1/2" = 1'-0"

1X4 WOOD TRIM. PAINT FINISH CMU WALL. SEE STRUCTURAL DRAWINGS

19' - 6" (FIELD VERIFY)

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

1X6 WOOD BASE. MITERED CORNERS CONSULTANT: 1 X FINISH GRADE WOOD FACE ON 2X4 FRAMING. OVERLAP AND SCREW CORNERS WITH COUNTERSUNK AND CAULKED SS SCREWS

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

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

10"

DATE:

SEAL:

DRAWN BY: CAULK AND PAINT

FLASHING. PAINT FINISH TO MATCH ROOF

4 A4.14

LMO REVIEWED BY: MDH PROJECT MGR:

. U. S

6X6 P.T. WOOD COLUMN. PAINT FINISH AT EXPOSED FACES

JNS

RED ARCH E T

THERESA S. ROBERTS 466 - A

CT ITE

(2) 3X8 TOP CHORD OF TRUSS

REGIS

11.27.07 CORRUGATED METAL ROOF

1" = 1'-0"

SPRINGLINE ARCHITECTS, L.L.C.

10"

DECORATIVE PATTERN @ PORCH

12.12.08 NEW SHEET DATE SUBMISSION

REV.

RG IN ISLA

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

TRUSS ENTRY COLUMN PLAN DETAIL

ICE & WATER SHIELD

1 1/2" = 1'-0"

2X12 WOOD FASCIA. PAINT FINISH 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

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

ALIGN BOTTOM OF FASCIA WITH BOTTOM OF TOP CHORD OF TRUSS

6X12 P.T. WOOD BEAM. PAINT FINISH

PROJECT:

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

CENTER 3X8

BUILDING NAME:

BEACH COTTAGES BLDG. B,C & D

CUT FLUSH FASCIA WITH BOTTOM OF TRUSS

SHEET TITLE:

5 3/4"

6X6 P.T. WOOD COLUMN. PAINT FINISH

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

2 1/4"

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

45. 00째

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

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

SHEET NUMBER:

A4.14

10"

CORRUGATED METAL ROOF & RIDGE CAP

2 1/2"

T.O. GABLE 13'- 0" 3"

WOOD CAP

2' - 5 1/2"

1/2" REGLET & FLASHING 1' - 4 1/2"

1"1"

PLASTER FINISH ON 1/2" DURAROCK ON 1/2" PLYWOOD

PLASTER FINISH ON 1/2" DURABLOCK

2 1/2"

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

RIDGE BEAM AND RAFTER 2 1/2"

KEYSTONE. PLASTER FINISH OVER HIGH DENSITY FOAM

1' - 1"

2X4 FRAMING AS REQUIRED

9 1/4"

T&G CEILING BEYOND

3' - 0"

1' - 1"

BEAM & COLUMN BEYOND

1 3/4"

6X12 P.T. WOOD BEAM. PAINT FINISH. BOLTED TO COLUMN

4" PLASTER CAPITAL

T.O. CAPITAL 4"

8 '- 4"

12"x12" TILE

KEYSTONE. PLASTER FINISH OVER HIGH DENSITY FOAM

B.O. BEAM 9'- 5 1/2"

1" 6X6 P.T. WOOD COLUMN

6X12 P.T. WOOD BEAM. PAINT FINISH. 1/2" ROUTER AT EXPOSED CORNERS ARCH T.O. CAPITAL

TRIM @ 6'-0" WINDOW

8'- 4"

1' - 0" (TYP.)

6 1/4" 3"

3/4" TILE ON 1/4"THINSET MITER TILE CORNERS

6 1/4" 3"

3/4" TILE ON 1/4"THINSET MITER TILE CORNERS EQ

1" 1"1"

1' - 0" (TYP.)

1' - 10" 6" TILE BASE

6" TILE BASE

WOOD GABLE

PRECAST WALL CAP

1" = 1'-0"

TRADITIONAL ENTRY COLUMN SECTION DETAIL

1 1/2" = 1'-0"

6" 10"

CONSULTANT:

BEAMS ABOVE

6X6 P.T. WOOD COLUMN

6" STONE VENEER

DATE:

SEAL:

11.27.07 DRAWN BY: Author

10"

11"

REVIEWED BY:

11"

PROJECT MGR: 6

. U. S

Checker

1' - 10"

Approver

RED ARCH E T

THERESA S. ROBERTS 466 - A

CT ITE

1 1/2" = 1'-0"

WINDOW TRIM ELEVATION DETAIL

5 1/2"

6" TILE BASE

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

3/4" TILE ON 1/4" THINSET ON 1/2" CEMENT BOARD UP TO CAPITAL ON COLUMN. SEE ELEVATION

TRIM @ 2'-0" WINDOW

1 1/2"

2X4 FRAMING AS REQUIRED

SEE STRUCTURAL DRAWINGS FOR STEEL LAYOUT

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

REGIS

C.I.P COLUMN

4 1/2"

1 1/2"

SPRINGLINE ARCHITECTS, L.L.C.

1' - 10"

1' - 4 1/2"

1' - 10"

8" ON PORCH FACE

1' - 10" 6"

12.12.08 NEW SHEET DATE SUBMISSION

REV.

RG IN ISLA

1X6 P.T. SHIPLAP. PAINT TO MATCH WOOD TRIM

A4.15

TRADITIONAL COLUMN PLAN DETAIL 1 1/2" = 1'-0" 2X10 WOOD FASCIA. PAINT FINISH

TRADITIONAL ENTRY COLUMN PLAN DETAIL

1 1/2" = 1'-0"

4' - 10 1/2" (FIELD VERIFY)

3/4x6 T&G DECKING FLASHING. PAINT FINISH TO MATCH ROOF

3X8 RAFTER, NOTCHED AND ROUTED

CAULK

GALV ANGLE BOLTED EACH SIDE

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

SEE TYPICAL EAVE DETAIL

ICE & WATER SHIELD

PROJECT:

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

2X10 WOOD FASCIA. PAINT FINISH

1" = 1'-0"

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

2X10 WOOD FASCIA. PAINT FINISH

BUILDING NAME:

6X12 P.T. WOOD BEAM. PAINT FINISH

SHEET TITLE:

BEACH COTTAGES BLDG. B,C & D

C.I.P. CAPITAL. SLOPE TO DRAIN C.I.P.COLUMN

6" STONE VENEER

EAVE DETAIL AT PORCH (TRADITIONAL) 1 1/2" = 1'-0"

ARCHITECTURAL DETAILS - TRADITIONAL DESIGN SHEET NUMBER:

8" STONE VENEER TO GRADE

PLASTER FINISH. SEE SPECIFICATIONS

DECORATIVE PATTERN @ PORCH

3 1/2" 2"

1X6 P.T. SHIPLAP. PAINT TO MATCH WOOD TRIM

19' - 6" (FIELD VERIFY)

SLOPE 4"

CMU WALL. SEE STRUCTURAL DRAWINGS

1/2"

CONTINUOUS 2X6 NAILER

A4.15

DOOR SCHEDULE DOOR #

TYPE

WIDTH

HEIGHT

THICK.

DESCRIPTION

LOCATION

FRAME

HARDWARE

DETAIL

NOTES

6 101 102 103 104 105 106 107 108 109 110 111 112 113 114

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

3' - 0" 3' - 0" 4' - 0" 3' - 0" 2' - 6" 3' - 0" 2' - 6" 2' - 6" 2' - 6" 5' - 0" 3' - 8" 12' - 0" 12' - 4 3/4" 12' - 4 3/4"

8' - 3" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 1 7/8" 8' - 1 7/8"

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 2" 2"

SHUTTER ENTRY DOOR 6 SOLID CORE MDF INTERIOR DOUBLE FULL PANEL LOUVERED INTERIOR SLIDING INTERIOR SOLID CORE MDF INTERIOR SOLID CORE MDF INTERIOR 6 FULL PANEL LOUVERED INTERIOR FULL PANEL LOUVERED INTERIOR 6 SOLID CORE MDF INTERIOR DOUBLE FULL PANEL LOUVERED INTERIOR DOUBLE SLIDING INTERIOR DOUBLE SLIDING INTERIOR W/ SIDE LIGHTS 6 GLASS DOUBLE DOOR W/ SIDE LIGHTS GLASS DOUBLE DOOR W/ SIDE LIGHTS

ENTRY BEDROOM 1 CLOSET BEDROOM 1 POWDER BEDROOM 2 CLOSET CLOSET W/D A/C WIC MASTER BEDROOM MASTER BEDROOM LIVING ROOM

FRAMELESS WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD N/A N/A METAL METAL

3/A5.02 7/A5.02 7/A5.02 8/A5.02 7/A5.02 7/A5.02 7/A5.02 7/A5.02 7/A5.02 7/A5.02 8/A5.02 4/A5.02 4/A5.02

3 2 4 5B 2 2 1 1 1 4 5A 8 6 6

APPLY IN FIELD 3 COATS OF POLYURETHANE (INT. & EXT.) SEE INTERIOR DESIGN DRAWINGS LOUVERED DOOR- SUPERCEDES SLIDING DOOR ON FLOOR PLAN SEE INTERIOR DESIGN DRAWINGS 6 SEE INTERIOR DESIGN DRAWINGS SEE INTERIOR DESIGN DRAWINGS SEE INTERIOR DESIGN DRAWINGS SEE INTERIOR DESIGN DRAWINGS SEE INTERIOR DESIGN DRAWINGS LOUVERED DOOR- SUPERCEDES SLIDING DOOR ON FLOOR PLAN SEE INTERIOR DESIGN DRAWINGS 6 SEE INTERIOR DESIGN DRAWINGS IMPACT RESISTANT ASSEMBLY IMPACT RESISTANT ASSEMBLY 6

DOOR SCHEDULE NOTE: 1.

VERIFY ALL DIMENSIONS FROM DOOR MANUFACTURER

VERIFY ALL DETAILS IN THE FIELD WITH THE ARCHITECT BEFORE STARTING WORK

SHUTTER DOOR

FROSTED GLASS

CONCEALED TRACK ABOVE IN HEADER. SEE INTERIOR DESIGN DRAWINGS 12'-0"

FACTORY APPLIED CASING @ EXTERIOR. G.C. TO PROVIDE CASING @ INTERIOR SIDE

6 PROVIDE BLOCKING AS REQUIRED

PROVIDE BLOCKING AS REQUIRED

LOUVERED PANEL

SLIDING WOOD PANEL

LOUVERED PANEL 3' - 1 1/4"

12' - 7"

3' - 5"

M.O.

6' - 2 1/2"

3' - 0"

3' - 1 1/4"

8' - 1"

M.O. 8' - 0 3/4"

8' - 1 7/8"

8'-0"

8' - 0"

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

12.12.08 12.11.08 09.17.08 09.08.08 08.11.08 07.22.08 06.10.08 3 05.22.08 05.19.08 2 05.07.08 02.14.08 12.17.07 12.13.07 11.21.07 08.31.07 REV. DATE 6 5 4

WINDOW #

TYPE

WIDTH

HEIGHT

HEAD HEIGHT

101 102 103 104 105 106

B B A A A A

6' - 0" 6' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0"

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

8' - 1 1/2" 8' - 1 1/2" 8' - 1 1/2" 8' - 1 1/2" 8' - 1 1/2" 8' - 1 1/2"

DESCRIPTION CASEMENT CASEMENT CASEMENT CASEMENT CASEMENT CASEMENT

BEDROOM 2 BEDROOM 1 BEDROOM 1 BEDROOM 1 MASTER BEDROOM MASTER BEDROOM

MANUFACTURER

HEAD

JAMB

SILL

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

5/A5.02 5/A5.02 5/A5.02 6/A5.02 6/A5.02 5/A5.02

ELECT. SPEC. MODIFICATION VE CONSTRUCTION DOCUMENTS

NOTES IMPACT RESISTANT ASSEMBLY IMPACT RESISTANT ASSEMBLY IMPACT RESISTANT ASSEMBLY IMPACT RESISTANT ASSEMBLY IMPACT RESISTANT ASSEMBLY IMPACT RESISTANT ASSEMBLY

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

CONSULTANT:

NOTE: ALL WINDOWS TO HAVE SCREENS

VERIFY ALL DIMENSIONS FROM WINDOW MANUFACTURER

TOP OF WINDOW CASEMENT TO LINE UP TO TOP OF DOOR LEAF. G.C. SHALL BE RESPONSIBLE FOR COORDINATING ROUGH OPENING DIMENSIONS WITH WINDOW MANUFACTURER.

OWNER TO CONFIRM COLOR AND ALL ACCESSORIES

11.07.08

3 DATE:

SEAL:

11.27.07

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

3'-0"

2'-1"

LMO REVIEWED BY:

3'-0"

2'-0"

MDH PROJECT MGR: JNS

THERESA S. ROBERTS 466 - A

CT ITE

DRAWN BY:

6'-1"

RED ARCH E T

WINDOW SCHEDULE

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

. U. S

RG IN ISLA

PROJECT:

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

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

5'-0"

5'-1"

POND BAY

7 8'-1 _" 8

PROJECT ID: 050-07-1 OWNER:

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

7 3'-0 _" 8

SET #3: HARDWARE SHALL BE AS SPECIFIED OR APPROVED EQUAL -ENTRY HARDWARE: HANDLE SHALL BE ASHLEY NORTON TA500, CHURCHILL WITH ESCUTCHEON AND CONCEALED HINGES BOTH SIDES, SATIN NICKEL FINISH -DEADBOLT: SAFLOK MULTIHOUSING SERIES INSYNC D, DEADBOLT ONLY, WITH INTERIOR THUMB TURN IN SATIN NICKEL -(3) HINGES PER DOOR TO MATCH SATIN NICKEL FINISH -DOOR STOP: ASHLEY NORTON C131 IN SATIN NICKEL FINISH -PRIVACY BAR: ROCKWOOD DOOR GUARD NO. 604 IN SATIN NICKEL FINISH (BODY AND STRIKE) 800-458-2424

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

WINDOW SCHEDULE LOCATION

5'-0"

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

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

5'-1"

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

ALTERNATE ELEVATIONS

REGIS

8' - 0"

BUILDING NAME:

BEACH COTTAGES BLDG. B

SHEET TITLE:

B HARDWARE SET DEFINITIONS

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

DOOR / WINDOW SCHEDULE SHEET NUMBER:

A5.01

STONE BASE BOARD TO BE FLUSH WITH FINISHED DOOR THRESHOLD

1/2" GWB TYP

SOUND BATT INSULATION 1/2" GWB TYP

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

1/2" STL STUD @ 16" O.C. (SEE WALL SCHEDULE FOR WALL THICKNESS) - PROVIDE DOUBLE STUD @ HEADER ONLY

1 7/8"

3/4" DIAMETER CORNERS TYP

1/2" 7/8" HAT CHANNEL

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

3/4" DIAMETER CORNERS TYP

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

SEE 2-A4.13, FOR ADITIONAL INFORMATION

1/2" GWB ON VAPOR BARRIER ON MTL FURRING W/ 3/4" DIAMETER CORNERS, TYP

2x WD BLOCKING

CAULK JOINT W/BACKER ROD

WD DOOR FRAME AND TRIM

1x BUCK, CUT

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

1/2" RESILIENT CHANNEL

STL STUD HEADER TYP

1/2" HIGH DENSITY FOAM W/FIBERMESH CAULK JOINT W/BACKER ROD 4"

1x BUCK, CUT 1/2" RESILIENT CHANNEL

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

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

TYP. WINDOW HEAD TRIM ELEV.

TAPERED PLASTER SILL EXTENSION

1" WINDOW ANCHOR & INSTALLATION PER MANUFACTURERS N.O.A. 3/4" STONE BASE BOARD

1 3/4"

MASONRY WALL. SEE STRUCTURAL DRAWINGS

CAULK JOINT W/BACKER ROD

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

1/2" HIGH DENSITY FOAM W/FIBER MESH

7" SILL

2 3/8"

CAULK

SEE TYPICAL DETAIL FOR PRECAST WALL CAP

7/8" HAT CHANNEL

JAMB

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

STONE VENEER

FINISHED FLOOR TILE

NOTE: REFER TO ID DWGS FOR INTERIOR FINISH, TYP

@ PRECAST WALL CAP

ROLLING DOOR HEAD AND THRESHOLD

3" = 1'-0"

WINDOW HEAD, SILL & JAMB DETAIL

3" = 1'-0"

WINDOW DETAILS @ ALT. SILL

3" = 1'-0"

12.12.08 12.11.08 09.17.08 09.08.08 08.11.08 07.22.08 06.10.08 3 05.22.08 05.19.08 2 05.07.08 02.14.08 12.17.07 12.13.07 11.21.07 08.31.07 REV. DATE 6 5 4

ALTERNATE ELEVATIONS ELECT. SPEC. MODIFICATION VE CONSTRUCTION DOCUMENTS

3" = 1'-0"

INTERIOR DOOR HEAD/JAMB DETAIL

@ WOOD CAP

1/2" GWB ON VAPOR BARRIER ON MTL FURRING W/ 3/4" DIAMETER CORNERS, TYP

SPRINGLINE ARCHITECTS, L.L.C. PLASTER FINISH OVER HIGH DENSITY FOAM W/ FIBERMESH. SEE SPECIFICATIONS 4"

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

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

2' - 8"

CAULK

(TYP.) WINDOW FRAME (TYP.)

TRIM @ 2'-0" WINDOW

CAULK 1/2"

CONSULTANT:

FACTORY APPLIED CASING TO MATCH DOOR MATERIAL & FINISH

4" 6' - 8"

DATE: 11.27.07

TRIM @ 6'-0" WINDOW EXTERIOR

INTERIOR

EXTERIOR

JNS

6" 2"

TILE JOINT TO ALIGN W/EDGE OF SLAB

2" 1/8" : 12" SLOPE 3/4"

1/8" : 12" SLOPE

DOOR PER SCHEDULE (SEE NOTES ON A5.01)

SHIM SPACE

PROJECT ID: 050-07-1 OWNER:

(TYP.)

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

WINDOW FRAME (TYP.)

TRIM @ 2'-0" WINDOW

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

T.O. SLAB

4" 2' - 8"

TILE ON MUD

ALIGN (3/4") TILE ON MUD

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830 BUILDING NAME: 6"

ALIGN

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

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

ANCHOR FRAME PER MANUFACTURERS SPEC.

BEACH COTTAGES BLDG. B

EXTERIOR TILE AND GROUT OVER CONCRETE SLAB

ANCHOR FRAME TO WALL PER MFR SPEC.

CONCRETE SLAB

DOOR / WINDOW DETAILS

6' - 8"

TRIM @ 6'-0" WINDOW

3" = 1'-0"

ENTRY DOOR 3" = 1'-0"

SHEET TITLE:

METAL FLASHING

PORCH DOOR HEAD / SILL / JAMB @ CONC SLAB & WD DECK

RG IN ISLA

POND BAY

INTERIOR FINISHED FLOOR

5/4" FINISH DECK

THERESA S. ROBERTS 466 - A

PROJECT:

WALL BEYOND

COUNTERSINK & PLUG DECK SCREWS

WOOD JOIST ON LEDGER STUCCO FINISH

REVIEWED BY:

PROJECT MGR:

7 5/8" BLOCK WALL BEYOND

ALIGN

LMO

MDH

CAULK JOINT

. U. S

INTERIOR

1 1/2" = 1'-0"

DRAWN BY:

RED ARCH TE

CT ITE

WINDOW TRIM ELEVATION DETAIL

7 5/8" BLOCK WALL BEYOND

SEAL:

ANCHOR FRAME TO WALL PER MANUFACTURER SPEC.

1x CASING TO MATCH DOOR FINISH PROVIDED BY GC

REGIS

EXTERIOR FINISH

1/2" HIGH DENSITY FOAM W/ FIBER MESH

SHEET NUMBER:

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

A5.02

3X8 RAFTERS EVENLY SPACED. MAX 24" O.C.

3/4X6 T&G DECKING. PAINT FINISH

P.T. WOOD LEDGER

P.T. WOOD BEAM. PAINT FINISH

EQ.1

EQ.2

2X WOOD FASCIA. PAINT FINISH

EQ.1 SOFFIT. PAINT FINISH A

FIRST RAFTERS TO BE PLACED. REST @ EQUAL SPACING. SEE STRUCTURAL DRAWINGS

SEE INTERIOR DESIGN DRAWINGS FOR INTERIOR CEILING FINISHES, HEIGHTS AND DETAILS 12.12.08 12.11.08 09.17.08 09.08.08 08.11.08 07.22.08 06.10.08 3 05.22.08 05.19.08 2 05.07.08 02.14.08 12.17.07 12.13.07 11.21.07 08.31.07 REV. DATE 6 5 4

ALTERNATE ELEVATIONS ELECT. SPEC. MODIFICATION 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

LIGHT FIXTURE. REFER TO SCHEDULE. CENTER ON DOOR OR WALL AS INDICATED (TYP.)

SEAL:

LMO REVIEWED BY: MDH

PROJECT MGR:

. U. S

JNS

RED ARCH E T

THERESA S. ROBERTS 466 - A

CT ITE

DRAWN BY:

REGIS

11.27.07

DATE:

CONSULTANT:

RG IN ISLA

PROJECT: 1X4 T&GDECKING. PAINT FINISH

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

EXTERIOR REFLECTED CEILING PLAN 1/4" = 1'-0"

PROJECT ID: 050-07-1 OWNER:

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

LIGHT FIXTURE SCHEDULE TYPE

DESCRIPTION

MANUFACTURER

PRODUCT #

BUILDING NAME:

LAMPS

BEACH COTTAGES BLDG. B

MOUNTING HEIGHT

SHEET TITLE:

A WALL SCONCE

JUSTICE DESIGN GROUP

OVER DOOR SCONCE

JUSTICE DESIGN GROUP

JDG-0950W-HMBR

JDG-5200W-HMBR

(1) 75W TYPE PAR-30 MAX. COLOR: AMBER 6

MOUNT J-BOX @ 6'-6" A.F.F.

(2) 75W TYPE A-19 MAX. COLOR: AMBER 6

MOUNT J-BOX 10" ABOVE DOOR OPENINGS

LIGHT FIXTURE SCHEDULE

EXTERIOR REFLECTED CEILING PLAN SHEET NUMBER:

A6.01

3X8 RAFTERS EVENLY SPACED. MAX 24" O.C.

3/4X6 T&G DECKING. PAINT FINISH

P.T. WOOD LEDGER

P.T. WOOD BEAM. PAINT FINISH

2X WOOD FASCIA. PAINT FINISH

EQ.1

EQ.2

EQ.1 SOFFIT. PAINT FINISH A

FIRST RAFTERS TO BE PLACED. REST @ EQUAL SPACING. SEE STRUCTURAL DRAWINGS

SEE INTERIOR DESIGN DRAWINGS FOR INTERIOR CEILING FINISHES, HEIGHTS AND DETAILS

12.12.08 NEW SHEET DATE SUBMISSION

REV.

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

LIGHT FIXTURE. REFER TO SCHEDULE. CENTER ON DOOR OR WALL AS INDICATED (TYP.)

SEAL:

LMO REVIEWED BY: MDH

PROJECT MGR:

. U. S

JNS

RED ARCH E T

THERESA S. ROBERTS 466 - A

CT ITE

DRAWN BY:

REGIS

11.27.07

DATE:

CONSULTANT:

RG IN ISLA

PROJECT: 1X4 T&GDECKING. PAINT FINISH

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

EXTERIOR REFLECTED CEILING PLAN 1/4" = 1'-0"

PROJECT ID: 050-07-1 OWNER:

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

LIGHT FIXTURE SCHEDULE TYPE

DESCRIPTION

MANUFACTURER

PRODUCT #

BUILDING NAME:

LAMPS

BEACH COTTAGES BLDG. C

MOUNTING HEIGHT

SHEET TITLE: A WALL SCONCE

JUSTICE DESIGN GROUP

OVER DOOR SCONCE

JUSTICE DESIGN GROUP

JDG-0950W-HMBR

(1) 75W TYPE PAR-30 MAX. COLOR: AMBER

JDG-5200W-HMBR

(2) 75W TYPE A-19 MAX. COLOR: AMBER

MOUNT J-BOX @ 6'-6" A.F.F.

EXTERIOR REFLECTED CEILING PLAN

MOUNT J-BOX 10" ABOVE DOOR OPENINGS SHEET NUMBER:

LIGHT FIXTURE SCHEDULE

A6.02

3X8 RAFTERS EVENLY SPACED. MAX 24" O.C.

3/4X6 T&G DECKING. PAINT FINISH

P.T. WOOD LEDGER

P.T. WOOD BEAM. PAINT FINISH

2X WOOD FASCIA. PAINT FINISH

EQ.1

EQ.2

EQ.1 SOFFIT. PAINT FINISH A

FIRST RAFTERS TO BE PLACED. REST @ EQUAL SPACING. SEE STRUCTURAL DRAWINGS

SEE INTERIOR DESIGN DRAWINGS FOR INTERIOR CEILING FINISHES, HEIGHTS AND DETAILS

12.12.08 NEW SHEET DATE SUBMISSION

REV.

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

LIGHT FIXTURE. REFER TO SCHEDULE. CENTER ON DOOR OR WALL AS INDICATED (TYP.)

SEAL:

LMO REVIEWED BY: MDH

PROJECT MGR:

. U. S

JNS

RED ARCH E T

THERESA S. ROBERTS 466 - A

CT ITE

DRAWN BY:

REGIS

11.27.07

DATE:

CONSULTANT:

RG IN ISLA

PROJECT: 1X4 T&GDECKING. PAINT FINISH

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

EXTERIOR REFLECTED CEILING PLAN 1/4" = 1'-0"

PROJECT ID: 050-07-1 OWNER:

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

LIGHT FIXTURE SCHEDULE TYPE

DESCRIPTION

MANUFACTURER

PRODUCT #

BUILDING NAME:

LAMPS

BEACH COTTAGES BLDG. D

MOUNTING HEIGHT

SHEET TITLE: A WALL SCONCE

JUSTICE DESIGN GROUP

OVER DOOR SCONCE

JUSTICE DESIGN GROUP

JDG-0950W-HMBR

(1) 75W TYPE PAR-30 MAX. COLOR: AMBER

JDG-5200W-HMBR

(2) 75W TYPE A-19 MAX. COLOR: AMBER

MOUNT J-BOX @ 6'-6" A.F.F.

EXTERIOR REFLECTED CEILING PLAN

MOUNT J-BOX 10" ABOVE DOOR OPENINGS SHEET NUMBER:

LIGHT FIXTURE SCHEDULE

A6.03