Back of HOuse by Claude Dupre

POND BAY

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

SHEET INDEX SHEET # A0.00

BACK OF HOUSE SINGLE STORY CONSTRUCTION DOCUMENTS 09.03.09

A9.01 A9.02

STRUCTURAL S001 STRUCTURAL NOTES S101 FOUNDATION PLAN S201 FIRST FLOOR FRAMING PLAN S202 ROOF FRAMING PLAN S301 FOUNDATION SECTIONS S302 FOUNDATION SECTIONS S303 FOUNDATION SECTIONS S501 FRAMING SECTIONS

View Name 1/8" = 1'-0"

PROJECT NAME

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.

PARCELS

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.

SIM

Room name 101

A101

1 1i

A3.01

DOOR KEY

DETAIL KEY

1 A101

SIM

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

OCCUPANCY PERMITTED: ACTUAL:

40% OF 14.32 ACRES 16% OF 14.32 ACRES

LOT AREA MINIMUM: ACTUAL:

10,000 SQ.FT. 14.32 ACRES

=459 PERSONS =218 PERSONS

WINDOW KEY

ELECTRICAL E-2

ELECTRICAL 1ST FLOOR POWER PLAN

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.

=5.73 ACRES =2.29 ACRES

=4.3 ACRES =7.9 ACRES

LOT WIDTH MINIMUM ACTUAL (AT SMALLEST CROSSING)

100 FEET 300 FEET

FRONT SETBACK PERMITTED: ACTUAL:

25 FEET 600 FEET

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.

10 FEET 28 FEET

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.

BACK OF HOUSE

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

09.03.09 CONSTRUCTION DOCUMENTS 08.20.09 BASE SHEET

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.

USABLE OPEN SPACE REQUIRED: 30% OF 14.32 ACRES ACTUAL: 55% OF 14.32 ACRES D

101

COLUMN LINE GRID KEY

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

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

WALL TYPE KEY

ELEVATION KEY

ZONING = W-1 THE FOLLOWING INFORMATION IS TAKEN FROM THE APPROVED CZM PERMIT CZJ-1-07(L) THE BUILDING APPLICATION IS FOR THE SALES OFFICE WHICH IS LOCATED ON THE SLAB OF AN APPROVED BEACH COTTAGE UNIT.

ROOM NAME KEY

SECTION CUT KEY

MECHANICAL

FINISH SCHEDULES, PLANS AND ELEVATIONS REFLECTED CEILING PLAN, PLANS, ELEVATIONS AND DETAILS

REV.

PLUMBING P-2 P-3

PLUMBING 1ST FLOOR PLAN PLUMBING 1ST FLOOR PLAN DOMESTIC WATER

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

CONSULTANT:

SIDE SETBACK PERMITTED: ACTUAL:

ARCH KEY

CHANGE CLOUD AND REV. TAG

REAR SETBACK PERMITTED: ACTUAL:

20 FEET 700 FEET

HEIGHT PERMITTED: ACTUAL-MAXIMUM:

3 STORIES 2 STORIES

PROJECT LOCATION

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.

EQUIPMENT KEY

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

LOCATION MAPS

GENERAL NOTES

STRUCTURAL ENGINEER:

MARINE BIOLOGIST:

FLOOR AREA: 9,222 S.F.

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

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

STORIES: 1 STORY

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

WHISONANT ENGINEERING SERVICES, LLC 122 NUT TREE COURT LEXINGTON, SC 29072

ELEVATION MARK

SPOT ELEVATION

TEL: (803) 957.4008 FAX: (803) 429.9681

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

X' - X"

Name Elevation

EXTERIOR WALLS: CMU AND P.I.P. CONCRETE

STEPDOWN SYMBOL

CLG HEIGHT KEY

1'-0" A.F.F.

1/2"

NOTE KEY

NOTE: ______________________

INTERIOR ELEVATION MARK

ROOF: PRECAST CONCRETE

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

ROOF AREA: 8,865 S.F.

OPERATIONS:

CIVIL ENGINEER:

SURVEYOR:

ROOMS: OFFICE: BATHROOMS: OTHERS: TOTAL WITH ELECTRICAL:

8 3 12 22

AUBERGE RESORTS 591 REDWOOD HWY, STE 3150 MILL VALLEY, CA 94941

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

PLUMBING: KITCHEN SINK: MOP SINK: LAVATORIES: TOILETS: BATHTUBS: SHOWERS: DISHWASHER: CLOTHES WASHER: URINALS:

2 1 7 5 0 4 0 3 3

ARCHITECT:

MEP ENGINEER:

WWT & R.O. PLANT:

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

PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FL 32803

SEVEN SEAS 6200 FRYDENHOJ SUITE 4 ST THOMAS, VI 00802

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

TEL: (340) 775.6607

REVIEWED BY:

LAUNDRY LD9.1 LD9.2 LD9.3 LD9.4 LD9.5 LD9.6 LD9.7 LD9.8 LD9.9

MDH

EQUIPMENT PLAN EQUIPMENT SCHEDULE CONNECTION SCHEDULE ELECTRICAL ROUGHINS MECHANICAL AND PLUMBIN ROUGHINS TROUGH DETAILS LAUNDRY DETAILS SCHEMATIC PIPING DETAILS LAUNDRY DETAILS ROOF OPENING DETAILS

. U. S

OWNER:

LMO

BACK OF HOUSE:

SEAL:

DRAWN BY:

SEISMIC PLANS

PROJECT MGR:

RED ARCH E T

JNS

THERESA S. ROBERTS 466 - A

CT ITE

ZONING REQUIREMENTS

FIRE PROTECTION

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.

BENCH MARK

SUBMISSION

SPRINGLINE ARCHITECTS, L.L.C.

DATE

NORTH ARROWS

DRAWING TITLE & SCALE

COVER

ARCHITECTURAL A2.01 CISTERN PLAN A2.02 FIRST FLOOR PLAN A2.03 SITE / ROOF PLAN A3.01 EXTERIOR ELEVATIONS A3.11 BUILDING SECTIONS A4.01 WALL SECTIONS A4.11 ARCHITECTURAL DETAILS A4.12 ROOF DETAILS A4.13 ROOF DETAILS A5.01 DOOR, WINDOW & LOUVER SCHEDULE, NOTES AND DETAILS

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

TITLE

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.

REGIS

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

09.03.09 CONSTRUCTION DOCUMENTS

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

RG IN ISLA

PROJECT:

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

TEL: (415) 380.3460 FAX: (415) 380.3461

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

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

BACK OF HOUSE SINGLE STORY SHEET TITLE:

A3.01

COVER ROOF SLOPE/PITCH MARK

6 : 12 SLOPE 12 PITCH

LEGEND OF SYMBOLS

PROJECT DATA

LANDSCAPE ARCHITECT:

ENVIRONMENTAL ENGINEER:

POOL DESIGNER:

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

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

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

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

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

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

PROJECT DIRECTORY

SHEET NUMBER:

A0.00

SHEET INDEX

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

GENERAL NOTES 1. SEE CIVIL SITE PLAN FOR F.F.E. 2. ALL WINDOW AND DOOR DIMENSIONS AT EXTERIOR WALLS ARE MASONRY OPENINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING MASONRY OPENING WITH WINDOW AND DOOR MANUFACTURER 3. DOWNSPOUTS TO TIE TO STORM WATER SYSTEM (TYP.) 4. FOR GREEN ROOF, COORDINATE WITH LANDSCAPE ARCHITECT DOCUMENTS PROVIDE WATER FOR IRRIGATION 5. EXHAUSTS SHOWN FOR COORDINATION ONLY. REFER TO MEP DOCUMENTS FOR LOCATION AND SIZES 6. REFER TO MEP DRAWINGS FOR ROOF TOP EQUIPMENT 7. SEE 2/A4.11 FOR PARTITION / WALL TYPES

3 A3.11

WALL TYPES 6

POURED IN PLACE CONCRETE WALL REFER TO STRUCTURAL DRAWINGS FOR THICKNESS. 8" MASONRY WALL

4 A3.11 OVERFLOW SEE CIVIL & MEP DRAWINGS

2 A3.11

CISTERN CELL 1 2800sf. x 15.0ft DEEP 315K GAL. 001 5' - 0" TOP OF SLAB COMPACTED FILL. SEE STRUCTURAL DRAWINGS

09.03.09 CONSTRUCTION DOCUMENTS 08.20.09 BASE SHEET

REV.

DATE

SUBMISSION

1 A3.11 SPRINGLINE ARCHITECTS, L.L.C. 6100 RED HOOK QUARTERS, SUITE E2-1 ST. THOMAS, VI 00802 Tel. (340) 777-2345 www.springlinearchitects.com

NOTE: 2 COATS THOROSEAL WHITE. NSF APPROVED CISTERN SEALANT W/ ACRYL 60 ADDITIVE APPLIED TO ENTIRE CISTERN (FLOOR, WALLS, BEAMS, UNDER SIDE SLAB, CEILINGS INCLUDED)

1 CONSULTANT:

INLET FROM R.O. PLANT SEE MEP & 7SEAS DRAWINGS

PUMP INTAKE. SEE MEP DRAWINGS OPENING ABOVE PERMANENT ACCESS LADDER SEAL:

REGIS

REVIEWED BY: MDH

. U. S

PROJECT MGR:

JNS

THERESA S. ROBERTS 466 - A

CT ITE

A3.01

RED ARCH E T

LMO

DRAWN BY:

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:

BACK OF HOUSE SINGLE STORY SHEET TITLE:

CISTERN PLAN 1/8" = 1'-0"

CISTERN PLAN

SHEET NUMBER:

A2.01

A3.01

3. DOWNSPOUTS TO TIE TO STORM WATER SYSTEM (TYP.)

4. FOR GREEN ROOF, COORDINATE WITH LANDSCAPE ARCHITECT DOCUMENTS PROVIDE WATER FOR IRRIGATION

5. EXHAUSTS SHOWN FOR COORDINATION ONLY. REFER TO MEP DOCUMENTS FOR LOCATION AND SIZES 131'-11" 19'-4"

22'-6"

24'-8"

22'-0"

7. SEE 2/A4.11 FOR PARTITION / WALL TYPES

6 A9.01

A3.11 12'-3"

8" 10'-8"

LAUNDRY MANAGER'S OFFICE 11'-8" 109

12'-10 1/2"

6'-3"

5'-5"

12'-9"

5'-6"

25'-11" 8'-6" 12'-9" 13'-5 1/2"

20'-0"

12'-9"

5'-6" D

48'-6 1/2"

106

WALL MOUNTED LP REGULATOR D

8'-4"

LAUNDRY / HOUSEKEEPING 122

118 8"

KNOCK OUT WALL. 10'-0" TALL X 7'-6" WIDE. SEE STRUCTURAL DRAWINGS

86'-7"

9'-6 1/2"

2'-0"

4'-9" 1'-5"

3 A4.11

4'-9" 10 1/2"

24'-6 1/2"

126 4'-0" 3'-8"

BOILER ROOM 123

1'-0"

119

1'-0"

__ 2'-37 " 16

PAC O 1570-5 1570-5

40'-1 1/2"

4'-0"

FIRE SUPPRESSION ANNUNCIATOR PANEL. SEE MEP DRAWINGS

105

119 2'-3 1/2"

10'-1"

DOMSESTIC PUMP ROOM 108 8" 18'-11"

29'-11"

2'-2 1/2"

8" MASONRY WALL

A3.01

117

116

1'-11 1/2"

CONCRETE SIDEWALK

116

118

117 1'-4"

43'-9"

8'-10 1/2"

16'-8 1/2"

115

COUNTER

11'-11"

CLOSET 110

8'-0 1/2"

19'-7"

9'-1 1/2"

104

121 JAN. 120

WOMAN'S BATHROOM / LOCKERS 119

6'-9"

2'-3 1/2"

2'-9 1/2"

14'-1" 1'-0"

OFFICE 102

TOILET 111

7'-7"

4'-7" D

107

8" 5'-4 1/2"

114 7'-6 1/2"

108

1 A9.02

ST. D 123 118

ST. 117

POURED IN PLACE CONCRETE WALL REFER TO STRUCTURAL DRAWINGS FOR THICKNESS.

20'-0"

11'-6 1/2"

10'-0"

MDF 112

ADMIN. 107

124

WALL TYPES

9'-0"

33'-7"

BREAK ROOM 121

12'-9"

OFFICE 103

9'-9 1/2"

7'-10 1/2"

122

115

STEEL COLUMN. SEE STRUCTURAL DRAWINGS

10'-4 1/2"

111

113

14'-5 1/2"

4'-2"

110

6'-7"

114

18'-8 1/2"

5'-9"

11'-3 1/2"

MEN'S BATHROOM / LOCKERS 116

12'-4 1/2"

3'-1"

13'-6" D

109

A3.11

IT MANAGER'S OFFICE 113

112

113

13'-6"

112

22'-0"

111

VALVE, 3"BFV

OFFICE 106

4'-6 1/2"

OFFICE 105

107

110

106

34'-7"

105

5'-7"

104

2'-8 1/2"

103

101

5'-0"

102

6'-3"

3'-0"

101

5'-6"

125

8'-10 1/2"

109

3'-0"

5'-10"

7'-1"

11'-8 1/2"

18'-7 1/2"

MOTOR-5H P 182JMOD OD P P 182JM 3500 R PM C = 15.12 15.12 V A LV E 3 , "BFV

BALD OR OR ELEC ELEC TRIC TRIC C C O. O. BALD STD VER T 182-4JM OD TF 36MW/D R IP C OVER

4'-11"

120

09.03.09 CONSTRUCTION DOCUMENTS 08.20.09 BASE SHEET

5'-11"

1'-0"

2'-1 1/2"

TOP OF SLAB

8'-1 1/2"

6'-8"

22' - 6"

14'-9"

16'-6"

16'-3 1/2"

C.I.P. MASONRY COLUMN WRAP TO 42" A.F.F. (TYP.) *

A3.11

STORAGE 101

25'-3 1/2"

PAC O 1570-5 1570-5

MOTOR-5H P 182JMOD OD P P 182JM 3500 R PM C = 15.12 15.12

REV.

DATE

SUBMISSION

1 55'-0"

68'-2"

17'-0" ISOLATION SLAB AT WASHERS. REFER TO LAUNDRY DRAWINGS

SPRINGLINE ARCHITECTS, L.L.C.

CISTERN HATCH ON 6" CURB PUMP EQUIPMENT. SEE MEP DRAWINGS (SHOWN HERE FOR REFERENCE ONLY)

LAUNDRY EQUIPMENT. REFER TO LAUNDRY DRAWINGS

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

3 CONSULTANT:

SEAL:

LMO

MDH

. U. S

PROJECT MGR:

JNS

THERESA S. ROBERTS 466 - A

CT ITE

REVIEWED BY:

RED ARCH E T

DRAWN BY:

A3.01

REGIS

A3.01

8'-3 1/2"

108

5'-6"

ELEC 114

5'-9 1/2"

4" 102

9'-2 1/2"

8'-0"

OFFICE 104

7'-3"

12'-6"

5'-6"

11'-1"

BALD OR OR ELEC ELEC TRIC TRIC C C O. O. BALD STD VER T 182-4JM OD TF 36MW/D R IP C OVER

REFER TO SITE PLAN FOR CONTINUATION

8'-0"

7'-9 1/2"

5'-6"

2'-10 1/2"

A3.11

5'-6"

8'-8 1/2"

4'-7 1/2"

DOMESTIC HW 115 103

8'-8 1/2"

CONCRETE SIDEWALK

23'-1 1/2"

8" 5'-6 1/2"

2'-9"

REFER TO LOW VOLTAGE DRAWINGS FOR EQUIPMENT LAYOUT AND ELECTRICAL REQUIREMENTS

5'-6"

ROOF ABOVE

9'-9 1/2"

20'-0"

4'-10"

14'-0"

10'-1 1/2"

8'-9"

6. REFER TO MEP DRAWINGS FOR ROOF TOP EQUIPMENT

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:

BACK OF HOUSE SINGLE STORY SHEET TITLE:

FIRST FLOOR PLAN

FIRST FLOOR PLAN 1/8" = 1'-0"

SHEET NUMBER:

A2.02

A3.01

3. DOWNSPOUTS TO TIE TO STORM WATER SYSTEM (TYP.)

4. FOR GREEN ROOF, COORDINATE WITH LANDSCAPE ARCHITECT DOCUMENTS PROVIDE WATER FOR IRRIGATION

5. EXHAUSTS SHOWN FOR COORDINATION ONLY. REFER TO MEP DOCUMENTS FOR LOCATION AND SIZES 131'-11" 8'-9"

14'-0"

20'-0"

19'-4"

22'-6"

24'-8"

6. REFER TO MEP DRAWINGS FOR ROOF TOP EQUIPMENT

22'-0" EMERGENCY ROOF OVERFLOW (TYP.)

7. SEE 2/A4.11 FOR PARTITION / WALL TYPES

3 ALUMINUM ROOF RAIL (TYP.)

A3.11 DOWNSPOUT AT COLUMN

6 CORRUGATED METAL ROOF 63'-10"

2 : 12

SCUPPER WITH PVC DOWNSPOUT TO TIE INTO STORM DRAIN.

DOWNSPOUT AT COLUMN (TYP.) 25'-11"

4 A3.11

WALL TYPES

SIM

2 : 12 6" ALUMINUM GUTTER TO MATCH ROOF COLOR. SLOPE TO DRAIN

2 : 12

PITCH 1/4":1'-0"

GREEN ROOF

COLUMN BELOW. SEE STRUCTURAL DRAWINGS

A4.11

46'-8"

47'-6"

17'-8"

4'-0"

8" MASONRY WALL

A3.01

8" 20'-0"

6'-0"

63'-3"

PITCH 1/4":1'-0"

6'-0"

PARAPET WALL WITH ALUMINUM ROOF RAIL

POURED IN PLACE CONCRETE WALL REFER TO STRUCTURAL DRAWINGS FOR THICKNESS.

EXHAUST FOR PRESS. SEE LAUNDRY DRAWINGS

86'-7"

PITCH 1/4":1'-0"

2 A3.11

PITCH 1/4":1'-0"

2 : 12

GREEN ROOF 31'-4"

4 PITCH 1/4":1'-0"

SCUPPER (TYP.)

20'-0"

BEAM BELOW. SEE STRUCTURAL DRAWINGS

PITCH 1/4":1'-0"

A3.01

MAINTAIN 10'-0" CLR.

SCUPPER CONCRETE CURB

4 A4.11

ROOF DRAIN (TYP.)

PITCH CONCRETE DECK TO SCUPPER GATE

63'-6"

SLAB ON GRADE

A4.11

14'-9"

16'-1"

PITCH 1/4":1'-0"

3'-0"

4'-2 1/2"

A4.11

PITCH 1/4":1'-0"

22'-0"

A3.11

PITCH 1/4":1'-0"

A4.11

2 5'-11"

09.03.09 CONSTRUCTION DOCUMENTS 08.20.09 BASE SHEET

REV.

DATE

SUBMISSION

1 OPENING FOR DRYER EXHAUST ON 6" CONCRETE CURB

HOSE BIB FOR GREEN ROOF (TYP.)

SPRINGLINE ARCHITECTS, L.L.C. EMERGENCY ROOF OVERFLOW (TYP.)

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

AIR INTAKE. SEE MEP DRAWINGS AND STRUCTURAL DRAWINGS 3 A3.01

CONSULTANT:

8 FT. MASONRY WALL. PROVIDE HOSE BIB REFER TO MEP DRAWINGS FOR FIRE DEPARTMENT CONNECTION REFER TO CIVIL DRAWINGS FOR SANITARY/STORMWATER REQUIREMENTS SEAL:

REGIS

REVIEWED BY: MDH

. U. S

PROJECT MGR:

JNS

THERESA S. ROBERTS 466 - A

CT ITE

COMPACTOR. COORDINATE ALL MEP REQUIREMENTS

RED ARCH E T

LMO UTILITY BUILDING

DRAWN BY:

RG IN ISLA

PROJECT:

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

6'-0" WIDE CONCRETE SIDEWALK AROUND BUILDING

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:

BACK OF HOUSE

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

SINGLE STORY SHEET TITLE:

SITE / ROOF PLAN SHEET NUMBER:

A2.03

NOTES EXTERIOR ELEVATION COLORS FC01 FC02

BENJAMIN MOORE "DEER FIELD" 1159 BENJAMIN MOORE "FRENCH MANICURE" 1086

USE BENJAMIN MOORE COLORS LISTED ABOVE TO MATCH PIGMENTED PLASTER FINISH COLORS

1. PAINT FINISH ON ALL EXPOSED WOOD & STRUCTURAL STEEL, REFER TO ARCHITECT FOR COLORS AND SPECS. 2. PAINT ALL EXTERIOR DOORS AND LOUVERS WITH BENJAMIN MOORE "DURANGO" 2137-30 3. ALL GUTTERS SHALL BE ATLANTA METAL PRODUCTS MANSARD BROWN 4. CORRUGATED METAL ROOF: MBCI SIGNATURE 200 IN BURNISHED SLATE

5 FC02

1 FC02

A3.11

T.O. PARAPET 37' - 0"

ROOF LEVEL 35' - 0"

FIRST FLOOR 22' - 6" FC01

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

A3.11

FC02

CONTROL JOINT (TYP.)

T.O. PARAPET 37' - 0" ROOF LEVEL 35' - 0"

PLASTER / PIGMENTED FINISH. SEE SPECS

FC01

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

3 09.03.09 CONSTRUCTION DOCUMENTS 08.20.09 BASE SHEET REV.

F FC02

FC02

A3.11

DATE

SUBMISSION

A PLASTER / PIGMENTED FINISH. SEE SPECS

T.O. PARAPET 37' - 0" ROOF LEVEL 35' - 0"

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

CONSULTANT:

FIRST FLOOR 22' - 6" FC01 CONTROL JOINT (TYP.)

LMO REVIEWED BY: MDH

. U. S

PROJECT MGR:

JNS CORRUGATED METAL ROOF

RED ARCH E T THERESA S. ROBERTS 466 - A

CT ITE

1/8" = 1'-0"

SEAL:

DRAWN BY:

NORTH ELEVATION

REGIS

RG IN ISLA

PROJECT:

POND BAY

5 1 A3.11

2 A3.11

FC02 FC02

6 PLASTER / PIGMENTED FINISH. SEE SPECS

T.O. PARAPET 37' - 0" ROOF LEVEL 35' - 0"

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

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

CONTROL JOINT (TYP.)

BUILDING NAME:

BACK OF HOUSE SINGLE STORY

FIRST FLOOR 22' - 6"

SHEET TITLE:

EXTERIOR ELEVATIONS FC01

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

SHEET NUMBER:

A3.01

NOTES 1. PAINT FINISH ON ALL EXPOSED WOOD & STRUCTURAL STEEL, REFER TO ARCHITECT FOR COLORS AND SPECS.

A3.11

3 A4.01

SIM

2 RIGID INSULATION UNDER DIRT. PITCHED

A3.11

RIGID INSULATION UNDER DIRT. PITCHED

GREEN ROOF GREEN ROOF

CONCRETE WALL CAP (TYP.)

ROOF PER STRUCTURAL DRAWINGS

T.O. PARAPET 37' - 0"

STEEL BEAM. SEE STRUCTURAL DRAWINGS

3 A4.01 2 A4.01

ROOF LEVEL 35' - 0"

ROOF LEVEL 35' - 0" 1 A4.01

ADMIN. 107

OFFICE 105

MEN'S BATHROOM / LOCKERS 116

SLAB ON GRADE. SEE STRUCTURAL DRAWINGS

COLUMN. SEE STRUCTURAL DRAWINGS

WOMAN'S BATHROOM / LOCKERS 119

LAUNDRY MANAGER'S OFFICE 109

DOMSESTIC PUMP ROOM 108

LAUNDRY / HOUSEKEEPING 122

FIRST FLOOR 22' - 6"

CISTERN CELL 1 2800sf. x 15.0ft DEEP 315K GAL. 001

CISTERN 5' - 0"

SECTION 1/8" = 1'-0"

4 E

STEEL BEAM. SEE STRUCTURAL DRAWINGS RIGID INSULATION UNDER DIRT. PITCHED

A3.11

GREEN ROOF

T.O. PARAPET 37' - 0" ROOF LEVEL 35' - 0"

ADMIN. 107

OFFICE 104

MDF 112

WOMAN'S BATHROOM / LOCKERS 119

SLAB ON GRADE. SEE STRUCTURAL DRAWINGS

BREAK ROOM 121

FIRST FLOOR 22' - 6"

COLUMN. SEE STRUCTURAL DRAWINGS

CISTERN CELL 1 2800sf. x 15.0ft DEEP 315K GAL. 001

09.03.09 CONSTRUCTION DOCUMENTS 08.20.09 BASE SHEET REV.

DATE

SUBMISSION

CISTERN 5' - 0" CONCRETE FOUNDATION. SEE STRUCTURAL DRAWINGS

SPRINGLINE ARCHITECTS, L.L.C.

SECTION 1/8" = 1'-0"

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

CONSULTANT:

ALUM. RAIL

ROOF PER STRUCTURAL DRAWINGS

A3.11

SLAB ON GRADE. SEE CIVIL DRAWINGS

CONCRETE DECK PER STRUCTURAL DRAWINGS

REVIEWED BY: MDH

. U. S

ROOF LEVEL 35' - 0"

LMO

PROJECT MGR:

JNS

BOILER ROOM 123

1 A4.11

SIM

LAUNDRY / HOUSEKEEPING 122

DRYERS

DOMSESTIC PUMP ROOM 108

RED ARCH E T

STORAGE 101

THERESA S. ROBERTS 466 - A

CT ITE

T.O. PARAPET 37' - 0"

PARAPET WALL

SEAL:

DRAWN BY:

STORAGE 101

REGIS

STEEL BEAM. SEE STRUCTURAL DRAWINGS

T.O. PARAPET 37' - 0"

RG IN ISLA

PROJECT:

POND BAY FIRST FLOOR 22' - 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

CONCRETE FOUNDATION. SEE STRUCTURAL DRAWINGS

CISTERN CELL 1 2800sf. x 15.0ft DEEP 315K GAL. 001

OWNER:

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

CISTERN 5' - 0"

BUILDING NAME:

BACK OF HOUSE SINGLE STORY SHEET TITLE:

BUILDING SECTIONS

SECTION 1/8" = 1'-0"

SHEET NUMBER:

A3.11

BEAD OF FTR-601 INSULATION ADHESIVE

FIELD - APPLICATION RATE

NOTE: BOTTOM LAYER OF INSULATION SHALL BE LAID DOWN IN A STAGGERED PROFILE. STAGGER AND OFFSET TOP LAYER OF INSULATION FROM BOTTOM LAYER TO PREVENT ALIGNED EDGES.

FTR MEMBRANE FLASHING

BALLAST PER SPECIFICATION FTR OR FTR-FB MEMBRANE (ADHERED PER SPECIFICATION)

FTR OR FTR-FB MEMBRANE (ADHERED PER SPECIFICATION)

HOT AIR WELD

FTR-FB MEMBRANE (ADHERED IN TYPE III HOT ASPHALT)

FTR OR FTR-FB MEMBRANE (ADHERED PER SPECIFICATION)

APPROVED FASTENER

HOT AIR WELD

FTR #201 OR #190 ADHESIVE

FTR MEMBRANE (LOOSE LAID)

HOT AIR WELD

FTR MEMBRANE FLASHING STRIP HOT AIR WELD (TYPICAL)

3 SPACES AT 12" O.C.

FTR #101 SEALANT (TOOLED)

4 X 4 INSULATION BOARD

FIBERCLAD METAL SCUPPER GALVANIZED ANNULAR RING SHANK NAIL (3" O.C.)

BEAD OF FTR-601 INSULATION ADHESIVE 4'

FTR MEMBRANE FLASHING STRIP HOT AIR WELD (TYPICAL)

16 SPACES AT 3" O.C.

8 SPACES AT 6" O.C.

FTR OR FTR-FB MEMBRANE

GYPSUM COVER BOARD "OPTIONAL" (ADHERED IN TYPE III HOT ASPHALT)

GYPSUM COVER BOARD "OPTIONAL" (ADHERED IN FTR-601 ADHESIVE)

INSULATION PER SPECIFICATION (ADHERED IN TYPE III HOT ASPHALT)

PERIMETERS - APPLICATION RATE

CORNER - APPLICATION RATE

4 X 4 INSULATION BOARD

INSULATION PER SPECIFICATION (ADHERED IN FTR-601 ADHESIVE)

CONCRETE DECK, PRIME WITH ASPHALT PRIMER (AS SPECIFIED)

GYPSUM COVER BOARD "OPTIONAL" (MECHANICALLY FASTEN PER SPECIFICATION)

GYPSUM COVER BOARD "OPTIONAL" (ADHERED IN TYPE III HOT ASPHALT)

INSULATION PER SPECIFICATION

INSULATION PER SPECIFICATION (ADHERED IN TYPE III HOT ASPHALT)

GYPSUM COVER BOARD "OPTIONAL" (LOOSE LAID)

FTR #101 SEALANT (TOOLED)

INSULATION PER SPECIFICATION (LOOSE LAID)

"OPTIONAL" AIR BARRIER OR VAPOR RETARDER (PER SPECIFICATION)

CONCRETE DECK, PRIME WITH ASPHALT PRIMER (AS SPECIFIED)

STEEL DECK

CONCRETE DECK

INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS WOOD BLOCKING ATTACHED @ 250 LBF/FT

FTR-DAS2

ROOFING SYSTEMS

DRAWING NUMBER

ALL PREVIOUS

03-01-07

FTR-DAS3

FiberTite ROOFING SYSTEMS

REVISES DETAIL

ALL PREVIOUS

ISSUE DATE

03-01-07

DRAWING NUMBER

FTR-DLAP2

FiberTite ROOFING SYSTEMS

03-01-07

FTR-DBS1

12"

FiberTite ROOFING SYSTEMS

12"

18"

TYPICAL SCUPPER FLASHING REVISES DETAIL

ISSUE DATE

DRAWING NUMBER

ALL PREVIOUS

03-01-07

FTR-DD2

4' 18"

18"

4' 18"

12"

2' TYP.

ALL PREVIOUS

03-01-07

DRAWING NUMBER

FTR-DLAP3

12"

ISSUE DATE

ALL PREVIOUS

DRAWING NUMBER

03-01-07

FTR-DLAP

FiberTite ROOFING SYSTEMS

REVISES DETAIL

ISSUE DATE

ALL PREVIOUS

03-01-07

DRAWING NUMBER

FiberTite

FTR-DI1

ROOFING SYSTEMS

FULLY ADHERED SYSTEM MECHANICALLY ATTACHED INSULATION. INSULATION 2.0" THICKNESS OR GREATER

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR AD06"

REVISES DETAIL

ISSUE DATE

ALL PREVIOUS

DRAWING NUMBER

03-01-07

FTR-DI2

ROOFING SYSTEMS

12"

18" 18"

%%UPERIMETER PATTERN 1-75 ONLY 4' X 8' = 24 PER BOARD 4' X 4' = 12 PER BOARD

FULLY ADHERED SYSTEM MECHANICALLY ATTACHED INSULATION. INSULATION LESS THAN 1.5" THICKNESS REVISES DETAIL

ALL PREVIOUS

ISSUE DATE

03-01-07

"CUT-FOLD" DOWN

12"

FiberTite

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR AD06"

12"

4' 24"

12" 12"

REVISES DETAIL

PRELIMINARY INSULATION ATTACHMENT FOR 1-90 MECHANICALLY ATTACHED FIBERTITE SYSTEM

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06"

12"

24"

12"

FTR MAGNUM PLATES & FASTENERS LAP STYLE AND POSITION

%%UFIELD PATTERN 1-75 OR 1-90 4' X 8' = 16 PER BOARD 4' X 4' = 8 PER BOARD

24" 24"

24" 12"

12" 12"

%%UPERIMETER PATTERN 1-75 ONLY 4' X 8' = 12 PER BOARD 4' X 4' = 6 PER BOARD

4' TYP.

24" 24" 24"

24" 12"

12" 6"

12"

12" 4'

24" 12"

12"

ROOFING SYSTEMS

12"

%%UFIELD PATTERN 1-75 OR 1-90 4' X 8' = 8 PER BOARD 4' X 4' = 4 PER BOARD

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06"

6" 12"

12"

24"

1-1/2" (4 cm) FIELD WELD

FiberTite

12"

6" (15 cm)

3" (8 cm)

ISSUE DATE

12"

NOTE; STAGGER "CUT-FOLD' ALIGNMENT SO IDENTICAL CUTS DO NOT LINE UP 6"

24"

12" 8'

12" 12" 12" 24"

24"

12"

%%uLAP STYLE "D" CLOSED

REVISES DETAIL

12"

24" 12"

3" (8 cm)

FTR MAGNUM PLATES & FASTENERS LAP / PLACEMENT

12"

1-1/2" (4 cm) FIELD WELD

12"

1-1/2" (4 cm) FACTORY WELD

UNDERLYING (BOTTOM) MEMBRANE EDGE

24"

12"

24"

24" 12"

6" (15 cm)

CORP., FIBERTITE

FiberTite ROOFING SYSTEMS

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06"

24"

8' 4'

24"

1-1/2" (4 cm) FIELD WELD

INCREMENTAL MARKING 6" O.C.

FTR MAGNUM PLATES & FASTENERS LAP / PLACEMENT

ALL PREVIOUS

1-1/2" (4 cm)

INCREMENTAL MARKING 6" O.C.

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06"

12"

DRAWING NUMBER

%%uLAP STYLE "B" OPEN 5/16"

SEAMAN CORP., FIBERTITE / SEAMAN CORP., FIB

UNDERLYING (BOTTOM) MEMBRANE EDGE

ROOFING SYSTEMS

24"

12"

5" (13 cm)

%%uLAP STYLE "C" CLOSED 1-1/2"

FTR-DAS4

ISSUE DATE

12"

SEAMAN CORP.

5" WELD / LAP LINE

03-01-07

REVISES DETAIL

5" (13 cm)

2-3/8"

2-1/2"

5" WELD / LAP LINE

ALL PREVIOUS

FiberTite

%%uLAP STYLE "A" OPEN 1-1/2" (4 cm) FACTORY WELD

CORP., FIBERTITE / SEAMAN CORP., FIBERTITE

3/4"

12"

1-1/2" (4 cm)

1-1/2"

24"

DRAWING NUMBER

12"

ISSUE DATE

12"

(5 cm)

1-1/2"

SEAMAN CORP.

12"

5" LAP

REVISES DETAIL

03-01-07

ISSUE DATE

12"

ALL PREVIOUS

REVISES DETAIL

24"

ROOFING SYSTEMS

FiberTite

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06" "FTR AD06" "FTR BA06"

12"

FTR-DAS1

DRAWING NUMBER

COMPOSITE ROOF SYSTEM CROSS SECTION (BALLASTED SYSTEM)

03-01-07

ISSUE DATE

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR BA06"

12"

ALL PREVIOUS

REVISES DETAIL

ROOFING SYSTEMS

FiberTite

COMPOSITE ROOF SYSTEM CROSS SECTION (MECHANICALLY FASTENED INSULATION)

24"

FTR-D601

DRAWING NUMBER

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR AD06"

24"

03-01-07

ISSUE DATE

COMPOSITE ROOF SYSTEM CROSS SECTION (ADHERED MEMBRANE & INSULATION IN ASPHALT)

12"

ALL PREVIOUS

REVISES DETAIL

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR AD06"

12" 6"

FiberTite

COMPOSITE ROOF SYSTEM CROSS SECTION (ADHERED INSULATION IN FTR-601 ADHESIVE)

DRAWING NUMBER

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR AD06"

12"

ISSUE DATE

COMPOSITE ROOF SYSTEM CROSS SECTION (ADHERED INSULATION IN ASPHALT)

ROOFING SYSTEMS

REVISES DETAIL

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR AD06"

24"

FiberTite

FTR-601 INSULATION ADHESIVE APPLICATION

24"

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06" "FTR AD06"

CORP., FIBERTITE / SEAMAN CORP., FIBERTITE

DETAILS FOR REFERENCE ONLY

NOTE: BOTTOM LAYER OF INSULATION SHALL BE LAID DOWN IN A STAGGERED PROFILE. STAGGER AND OFFSET TOP LAYER OF INSULATION FROM BOTTOM LAYER TO PREVENT ALIGNED EDGES.

DRAWING NUMBER

FiberTite

FTR-DI3

ROOFING SYSTEMS

"CUT-FOLD" UP

%%UPERIMETER PATTERN 1-75 ONLY 4' X 8' = 16 PER BOARD 4' X 4' = 9 PER BOARD

%%UFIELD PATTERN 1-75 OR 1-90 4' X 8' = 11 PER BOARD 4' X 4' = 6 PER BOARD GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR AD06"

FULLY ADHERED SYSTEM MECHANICALLY ATTACHED INSULATION. INSULATION THICKNESS 1.5" TO 1.9" REVISES DETAIL

ISSUE DATE

ALL PREVIOUS

03-01-07

PRELIMINARY ATTACHMENT 3/8" EXTRUDED POLYSTYRENE "CUT FOLD" RECOVERY BOARD

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06"

DRAWING NUMBER

FiberTite

FTR-DI4

ROOFING SYSTEMS

REVISES DETAIL

ISSUE DATE

DRAWING NUMBER

ALL PREVIOUS

03-01-07

FTR-DI5

30"

TWO INTERMEDIATE ROWS OF ALTERNATE (ENHANCED PULL OUT) FASTENERS APPROX. 11 INCHES APART FASTENERS 7 INCHES ON CENTER

HOT AIR WELD (Typical)

NOTE: BOTTOM LAYER OF INSULATION SHALL BE LAID DOWN IN A STAGGERED PROFILE. STAGGER AND OFFSET TOP LAYER OF INSULATION FROM BOTTOM LAYER TO PREVENT ALIGNED EDGES.

FTR 1.75 BASE SHEET FASTENERS AT 7" O.C. (TYPICAL)

24"

FTR #101 SEALANT

PIPE PENETRATION LIGHTNING ROD BASE, SET IN DOW 799 SILICONE

30 IN. X 50 FT. X 5/32 IN KEE WALK WAY PAD MELLOW YELLOW W/ DEEP HERRING BONE TREAD PATTERN

FTR OR FTR-FB MEMBRANE (MECHANICALLY ATTACHED PER SPECIFICATION)

PIPE PENETRATION

FTR #101 SEALANT

FTR #101 SEALANT STAINLESS STEEL WORM GEAR CLAMP

STAINLESS STEEL WORM GEAR CLAMP

TWO INTERMEDIATE ROWS APPROX. 11 INCHES APART FASTENERS 7 INCHES ON CENTER

HOT AIR WELD

0.2

50'

48"

2 FT. X 4 FT. X 1/4 IN. PVC GRAY PROTECTION PAD

8" MIN.

FTR FASTENER & STRESS PLATE (MIN. 4 FASTENERS)

HOT AIR WELD FTR OR FTR-FB MEMBRANE

NON-REINFORCED FTR FIELD FORMED FLASHING MEMBRANE HOT AIR WELD

NON-REINFORCED FTR FIELD FORMED FLASHING MEMBRANE HOT AIR WELD FTR FASTENER & STRESS PLATE (MIN. 4 FASTENERS) NON-REINFORCED FTR FIELD FORMED FLASHING MEMBRANE HOT AIR WELD FTR OR FTR-FB MEMBRANE

FTR OR FTR-FB MEMBRANE

FTR FASTENER & STRESS PLATE (MIN. 4 FASTENERS)

8" MIN.

FTR #201 OR #190 ADHESIVE

HOT AIR WELD FTR "PRE-MOLDED" FLASHING

ADHERE FLASHING TO PIPE WITH FTR #201 OR #190 ADHESIVE

STAINLESS STEEL WORM GEAR CLAMP

FTR "PRE-MOLDED" FLASHING

FTR FASTENER(S) & STRESS PLATE(S) (PER SPECIFICATION)

STAINLESS STEEL WORM GEAR CLAMP

FTR #101 SEALANT

FTR OR FTR-FB MEMBRANE

28 IN. X 50 FT. X 90-MIL TUFF TRAC PROTECTION PAD OSHA YELLOW W/ DIAMOND PLATE TREAD PATTERN "A"

FTR FASTENER & STRESS PLATE (MIN. 4 FASTENERS)

GYPSUM COVER BOARD "OPTIONAL" (MECHANICALLY FASTEN PER SPECIFICATION)

6" X 6" FTR MEMBRANE WELDED TO BACK OF PROTECTION PAD, AND TO FTR FIELD MEMBRANE (Typical 4 Corners)

2" X 6" MEMBRANE STRIP, HEAT WELDED TO FIELD MEMBRANE 4" ON EITHER SIDE OF BASE. INSTALL ADDITIONAL MEMBRANE STRIPS AT 48" O.C. TO NEXT TERMINAL.

6" ALTERNATE / APPROVED FASTENERS AT 7" O.C.

"A" PERIMETER ZONE

THREE INTERMEDIATE ROWS OF ALTERNATE (ENHANCED PULL-OUT) FASTENERS AT 6 INCHES ON CENTER

28"

HOT AIR WELD (Typical)

STEEL DECK INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS

INSULATION PER SPECIFICATION "OPTIONAL" AIR BARRIER OR VAPOR RETARDER (PER SPECIFICATION)

PIPE PENETRATION

INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS

09.03.09 CONSTRUCTION DOCUMENTS 08.20.09 BASE SHEET

INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS

REV.

DATE

SUBMISSION

NOTE: DIMENSION "A" EQUALS 10% OF ROOF WIDTH OR 40% OF BUILDING HEIGHT; WHICH EVER IS LESS, WITH A MINIMUM OF 4 FT.

FiberTite ROOFING SYSTEMS

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06" "FTR AD06" "FTR BA06"

REVISES DETAIL

ISSUE DATE

DRAWING NUMBER

FiberTite

ALL PREVIOUS

03-01-07

FTR-DM1

ROOFING SYSTEMS

FTR PROTECTION PAD & WALK WAY MATERIALS

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR AD06"

GENERAL BASE SHEET ATTACHMENT REVISES DETAIL

ISSUE DATE

ALL PREVIOUS

03-01-07

DRAWING NUMBER

FTR-DM2

FiberTite ROOFING SYSTEMS

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06" "FTR AD06" "FTR BA06"

REVISES DETAIL

ISSUE DATE

DRAWING NUMBER

FiberTite

ALL PREVIOUS

03-01-07

FTR-DM3

ROOFING SYSTEMS

LIGHTNING PROTECTION

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06"

REVISES DETAIL

ISSUE DATE

DRAWING NUMBER

FiberTite

ALL PREVIOUS

03-01-07

FTR-DMFS1

ROOFING SYSTEMS

COMPOSITE ROOF SYSTEM CROSS SECTION (MECHANICALLY FASTENED SYSTEM)

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06" "FTR AD06" "FTR BA06"

REVISES DETAIL

ISSUE DATE

DRAWING NUMBER

FiberTite

ALL PREVIOUS

03-01-07

FTR-DP3

ROOFING SYSTEMS

PRE-MOLDED PIPE FLASHING

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06" "FTR AD06" "FTR BA06"

REVISES DETAIL

ISSUE DATE

DRAWING NUMBER

FiberTite

ALL PREVIOUS

03-01-07

FTR-DP3i

ROOFING SYSTEMS

PRE-MOLDED PIPE FLASHING

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06" "FTR AD06" "FTR BA06"

REVISES DETAIL

ISSUE DATE

DRAWING NUMBER

FiberTite

ALL PREVIOUS

03-01-07

FTR-DP4

ROOFING SYSTEMS

FIELD FABRICATED PIPE FLASHING

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06" "FTR AD06" "FTR BA06"

FIELD FABRICATED PIPE FLASHING REVISES DETAIL

ISSUE DATE

DRAWING NUMBER

ALL PREVIOUS

03-01-07

FTR-DP4i SPRINGLINE ARCHITECTS, L.L.C.

NOTE: STRIP IN CORNER SEAM OF PITCH PAN WITH HEAT WELDED FLASHING STRIP.

HEATED STACK OR PIPE

PENETRATION (CLEANED AND PRIMED)

HEATED STACK OR PIPE

TEMPERATURE APPROPRIATE SEALANT FTR-SELF LEVELING 1-PART URETHANE

FIBERCLAD METAL PITCH PAN, FASTEN WITH GALVANIZED ANNULAR RING SHANK NAILS AT 3" O.C. (PRIME INTERIOR SIDE OF PITCH PAN AND PENETRATION) 2"

FIBERCLAD METAL PITCH PAN, FASTEN WITH GALVANIZED ANNULAR RING SHANK NAILS AT 3" O.C. (PRIME INTERIOR SIDE OF PITCH PAN AND PENETRATION)

FTR "PRE-MOLDED" FLASHING

4" MIN.

FTR OR FTR-FB MEMBRANE

TUBULAR STANCHION WITH WELDED BASE AND THREADED TOP

TEMPERATURE APPROPRIATE SEALANT

MIN .G AP

FTR #101 SEALANT

METAL RAIN COLLAR FTR #101 SEALANT

FTR #201 OR #190 ADHESIVE

STAINLESS STEEL WORM GEAR CLAMP

8" MIN.

HOT AIR WELD

BEVELED WOOD BLOCKING COMPLETELY COVERED WITH FTR FLASHING

STEEL I-BEAM

STAINLESS STEEL WORM GEAR CLAMP FTR "PRE-MOLDED" FLASHING

FTR #101 SEALANT TO CLEAN AND PRIMED SURFACE

HOT AIR WELD

NON-REINFORCED FTR FIELD FORMED FLASHING MEMBRANE

HOT AIR WELD FTR FASTENER & STRESS PLATE (MIN. 4 FASTENERS) NON-REINFORCED FTR FIELD FORMED FLASHING MEMBRANE HOT AIR WELD

FTR #101 SEALANT

STAINLESS STEEL WORM GEAR CLAMP

8" MIN.

PIPE PENETRATION

STAINLESS STEEL WORM GEAR CLAMP

NON-REINFORCED FTR FIELD FORMED FLASHING MEMBRANE

1" MIN. GAP

FTR or FTR-FB MEMBRANE

FTR #101 SEALANT

STAINLESS STEEL WORM GEAR CLAMP

FTR MEMBRANE FLASHING STRIP, HEAT WELDED

FTR NON-REINFORCED AT CORNERS, HEAT WELDED FTR MEMBRANE FLASHING STRIP, HEAT WELDED

METAL RAIN COLLAR

STEEL "SCREW-ON" CAP FOR MOUNTING CROSS MEMBERS

FTR #101 SEALANT

METAL SLEEVE MECHANICALLY ATTACHED TO STRUCTURAL SUBSTRATE

STAINLESS STEEL WORM GEAR CLAMP

METAL SLEEVE MECHANICALLY ATTACHED TO STRUCTURAL SUBSTRATE

PENETRATION (CLEANED AND PRIMED) FTR-SELF LEVELING 1-PART URETHANE

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

FTR "PRE-MOLDED" FLASHING

HOT AIR WELD

CONSULTANT:

STAINLESS STEEL WORM GEAR CLAMP

FTR OR FTR-FB MEMBRANE

HEAT WELD FLASHING TO BLOCK COVERING MEMBRANE

STAINLESS STEEL WORM GEAR CLAMP

FTR FLASHING (FULLY ADHERED) PREMOLDED CORNER, HOT AIR WELD

HOT AIR WELD FTR OR FTR-FB MEMBRANE

8" MINIMUM STAINLESS STEEL WORM GEAR CLAMP

NON-SHRINK GROUT FILL VOIDS W/COMPRESSIBLE FILLER AND INSULATION AS REQUIRED

WOOD BLOCKING ATTACHED @ 250 LBF/FT

FILL VOIDS W/COMPRESSIBLE FILLER AND INSULATION AS REQUIRED

INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS

WOOD BLOCKING ATTACHED @ 250 LBF/FT

FTR FASTENER & STRESS PLATE (MIN. 4 FASTENERS)

ADHERE FLASHING TO METAL SLEEVE WITH FTR #201 OR #190 ADHESIVE

FTR OR FTR-FB MEMBRANE FTR OR FTR-FB MEMBRANE

INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS

PIPE PENETRATION

LMO INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS

INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS

REVIEWED BY: MDH

ROOFING SYSTEMS

REVISES DETAIL

ISSUE DATE

DRAWING NUMBER

ALL PREVIOUS

03-01-07

FTR-DP5i

ROOFING SYSTEMS

REVISES DETAIL

ISSUE DATE

DRAWING NUMBER

FiberTite

ALL PREVIOUS

03-01-07

FTR-DP6

ROOFING SYSTEMS

ROOF TOP STANCHION

Centered In Full Sheet

6" O.C. (15 cm)

PERIMETER SHEETS PER SPECIFICATIONS

"A" PERIMETER ZONE

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06" "FTR AD06" "FTR BA06"

Quarter Of Full Sheet

REVISES DETAIL

ISSUE DATE

DRAWING NUMBER

FiberTite

ALL PREVIOUS

03-01-07

FTR-DP7

ROOFING SYSTEMS

HEATED STACK FLASHING WITH METAL COLLAR

Centered In Full Sheet

FTR #101 SEALANT TO CLEAN AND PRIMED SURFACE

STAINLESS STEEL WORM GEAR CLAMP

FTR FLASHING (FULLY ADHERED)

FTR FLASHING (FULLY ADHERED) PREMOLDED CORNER, HOT AIR WELD

PREMOLDED CORNER, HOT AIR WELD 8" MINIMUM

8" MINIMUM

STEEL DECK DIRECTION

FiberTite ROOFING SYSTEMS

REVISES DETAIL

ISSUE DATE

DRAWING NUMBER

FiberTite

ALL PREVIOUS

03-01-07

FTR-DP10i

ROOFING SYSTEMS

DRAWING NUMBER

03-01-07

FTR-DP8

ROOFING SYSTEMS

CORNER

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR AD06" "FTR BA06"

REVISES DETAIL

ISSUE DATE

DRAWING NUMBER

FiberTite

ALL PREVIOUS

03-01-07

FTR-DP8i

ROOFING SYSTEMS

PRE-FORMED PIPE FLASHING ALTERNATE BASE RESTRAINT

PERIMETER

FTR MEMBRANE FLASHING STRIP

FTR #201 ADHESIVE OR COMPATIBLE SEALANT WITH REINFORCING MESH FTR MEMBRANE FLASHING STRIP

APPROVED FASTENER 18" o.c. MAXIMUM

FTR FASTENER & S.P. 18" O.C. MAXIMUM

HOT AIR WELD

FIELD

FULLY ADHERED FTR OR FTR-FB MEMBRANE OVER MECHANICALLY ATTACHED INSULATION.

HOT AIR WELD

CORNER

REFER TO SPECIFICATIONS FOR FIELD AND PERIMETER FASTENER SPACING AND SHEET WIDTHS 5" (13 cm)

5" (13 cm)

1-1/2" (4 cm) FIELD WELD

MAGNUM PLATE & FASTENER AS SPECIFIED

REVISES DETAIL

ISSUE DATE

DRAWING NUMBER

FiberTite

ALL PREVIOUS

03-01-07

FTR-DP11i

ROOFING SYSTEMS

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06"

1-1/2" (4 cm) FIELD WELD

REVISES DETAIL

ISSUE DATE

DRAWING NUMBER

FiberTite

ALL PREVIOUS

03-01-07

FGL-75

ROOFING SYSTEMS

CLASS 1-75 OR LESS GENERAL PERIMETER & CORNER LAYOUT

1-1/2" (4 cm) FIELD WELD

6" (15 cm)

MAGNUM PLATE & FASTENER AS SPECIFIED

PERIMETER

REVISES DETAIL

ISSUE DATE

DRAWING NUMBER

ALL PREVIOUS

03-01-07

FTR-DP9i

EXISTING ROOF SYSTEM

MULTI-LAYERS OF FTR #201 ADHESIVE OR COMPATIBLE SEALANT

INSULATION ATTACHED PER SPECIFICATIONS FTR OR FTR-FB MEMBRANE

FTR FIELD MEMBRANE SEALED TO DECKING IN FTR #201 MASTIC

MAGNUM PLATE & FASTENER AS SPECIFIED

REVISES DETAIL

ISSUE DATE

DRAWING NUMBER

FiberTite

ALL PREVIOUS

03-01-07

FGL-90

ROOFING SYSTEMS

CLASS 1-90 OR GREATER GENERAL PERIMETER & CORNER LAYOUT

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06" "FTR AD06" "FTR BA06"

REVISES DETAIL

ISSUE DATE

DRAWING NUMBER

FiberTite

ALL PREVIOUS

03-01-07

FTR-DT3

ROOFING SYSTEMS

TEMPORARY (1 to 2 YEARS) "TIE IN" TO EXISTING ROOF SYSTEM

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06" "FTR AD06" "FTR BA06"

REVISES DETAIL

ISSUE DATE

DRAWING NUMBER

FiberTite

ALL PREVIOUS

03-01-07

FTR-DT4

ROOFING SYSTEMS

TEMPORARY "Over Night Seal" TO EXISTING ROOF SYSTEM

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR AD06"

METAL DECK DIRECTION FIELD FULLY ADHERED FTR OR FTR-FB MEMBRANE OVER MECHANICALLY ATTACHED INSULATION PER SPECIFICATION.

REVISES DETAIL

ISSUE DATE

DRAWING NUMBER

FiberTite

ALL PREVIOUS

03-01-07

FINS-75

ROOFING SYSTEMS

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR AD06"

OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

BUILDING NAME:

BACK OF HOUSE SINGLE STORY

SPACING BETWEEN ROWS OF SECUREMENT IS REDUCED BY THE FOLLOWING FACTORS: - 60% OF THE PANEL WIDTH INSTALLED IN THE FIELD OF THE ROOF, PERIMETER SINCE NOBODY MANUFACTURES A 60% SHEET, HALF SHEETS ARE TYPICALLY USED. CORNER - 40% OF THE PANEL WIDTH INSTALLED IN THE FIELD OF THE ROOF. CLASS 1-75 OR LESS M/A INSULATION & MEMBRANE ADHERED; FIELD, PERIMETER & CORNERS

PROJECT ID: 050-07-1

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

CORNER AREA IS DEFINED AS THE PERIMETER WIDTH SQUARED

PERIMETER AND CORNER WIDTH DIMENSIONS ARE DETERMINED BASED ON THE LESSER PRODUCT DERIVED BY MULTIPLYING THE BUILDING HEIGHT BY .4 (40%) OR THE LESSER BUILDING DIMENSION BY .1 (10%).

NOTE: DIMENSION "A" EQUALS 10% OF ROOF WIDTH OR 40% OF BUILDING HEIGHT; WHICH EVER IS LESS, WITH A MINIMUM OF 4 FT. (1.2 M)

RG IN ISLA

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

WITH THE EXCEPTION OF THE TRANSITIONAL BAR DIVIDING THE FULLY ADHERED AREA FROM THE MECHANICALLY ATTACHED AREA, ALL ATTACHMENT MUST BE INSTALLED PERPENDICULAR TO THE METAL DECK FLUTE ORIENTATION.

FTR APPROVED INSULATION INSTALLED IN THE FIELD OF THE ROOF IS SECURED IN ACCORDANCE WITH THE APPLICABLE CODE RATING REQUIREMENTS AND ENHANCED IN THE PERIMETER AND CORNER AREAS OF THE ROOF BY THE FOLLOWING FACTORS: - 50% INCREASE OVER THE FIELD SECUREMENT RATE PERIMETER CORNER - 100% INCREASE OVER THE FIELD SECUREMENT RATE

JNS

POND BAY

TRANSITION BAR FASTENED AT 12" O.C. TYPICAL

ROW SPACING EQUAL TO 40% OF THE FM 1-90 MECHANICALLY FASTENED SYSTEM

PROJECT MGR:

THERESA S. ROBERTS 466 - A

PROJECT:

CORNER

PERIMETER AND CORNER WIDTH DIMENSIONS ARE DETERMINED BASED ON THE LESSER PRODUCT DERIVED BY MULTIPLYING THE BUILDING HEIGHT BY .4 (40%) OR THE LESSER BUILDING DIMENSION BY .1 (10%).

INSULATION ATTACHED PER SPECIFICATIONS

1-1/2" (4 cm) FIELD WELD

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06"

FIELD FABRICATED I-BEAM FLASHING

CORNER

FULL FIELD SHEETS AS SPECIFIED

1-1/2" (4 cm) FIELD WELD

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06" "FTR AD06" "FTR BA06"

COMPATIBLE MEMBRANE SEALED TO EXISTING

5" (13 cm)

NOTE: DIMENSION "A" EQUALS 10% OF ROOF WIDTH OR 40% OF BUILDING HEIGHT; WHICH EVER IS LESS, WITH A MINIMUM OF 4 FT. (1.2 M)

FIELD FABRICATED ANGLE IRON FLASHING

ISSUE DATE

ALL PREVIOUS

FTR #201 ADHESIVE OR COMPATIBLE SEALANT WITH REINFORCING MESH

FULL FIELD SHEETS AS SPECIFIED

STEEL DECK DIRECTION

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06" "FTR AD06" "FTR BA06"

REVISES DETAIL

FiberTite

PRE-FORMED PIPE FLASHING ALTERNATE BASE RESTRAINT

WOOD BLOCKING

5" (13 cm)

1-1/2" (4 cm) FIELD WELD

FIELD FABRICATED SQUARE TUBE FLASHING

ROOFING SYSTEMS

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR AD06" "FTR BA06"

FTR #201 ADHESIVE

REFER TO SPECIFICATIONS FOR FIELD AND PERIMETER FASTENER SPACING AND SHEET WIDTHS

6" (15 cm)

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06" "FTR AD06" "FTR BA06"

FTR-DP7i

EXTEND FASTENER ROWS AND STRIP IN

HEAT WELD FLASHING TO BLOCK COVERING MEMBRANE

METAL RAIN HOOD

DRAWING NUMBER

03-01-07

"A" PERIMETER ZONE

BEVELED WOOD BLOCKING COMPLETELY COVERED WITH FTR FLASHING

ISSUE DATE

ALL PREVIOUS

6" O.C. (15 cm)

ROOF PERIMETER

PERIMETER SHEETS PER SPECIFICATIONS

STEEL ANGLE IRON

REVISES DETAIL

FiberTite

HEATED STACK FLASHING WITH METAL COLLAR

ROW SPACING EQUAL TO 60% OF THE FM-190 MECHANICALLY FASTENED SYSTEM

STEEL SQUARE TUBE CLEAN AND PRIME PENETRATION, APPLY CONVEX TOOLED BEAD OF FTR #101 SEALANT AT TOP OF METAL RAIN HOOD

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06" "FTR AD06" "FTR BA06"

PERIMETER, MECHANICALLY ATTACHED MEMBRANE

FTR-DP5

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06" "FTR AD06" "FTR BA06"

PERIMETER, MECHANICALLY ATTACHED MEMBRANE

DRAWING NUMBER

03-01-07

FiberTite

PITCH PAN FLASHING SEE FTR SPECIFICATION(S) FOR CONDITIONS ON USE

PERIMETER

ISSUE DATE

ALL PREVIOUS

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06" "FTR AD06" "FTR BA06"

PERIMETER

REVISES DETAIL

FiberTite

PITCH PAN FLASHING SEE FTR SPECIFICATION(S) FOR CONDITIONS ON USE

ROOF PERIMETER

DETAILS FOR REFERENCE ONLY

ROOFING SYSTEMS

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06" "FTR AD06" "FTR BA06"

. U. S

FiberTite

RED ARCH E T

CT ITE

INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS

WOOD BLOCKING ATTACHED TO SUBSTRATE

INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS

SEAL:

DRAWN BY: INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS

REGIS

BOND-BREAKER

FTR NON-REINFORCED AT CORNERS, HEAT WELDED

NON-SHRINK GROUT

BOND-BREAKER

CLASS 1-90 M/A INSULATION & ADHERED FIELD MEMBRANE W/ M/A MEMBRANE IN PERIMETER & CORNERS REVISES DETAIL

ISSUE DATE

DRAWING NUMBER

ALL PREVIOUS

03-01-07

FINS-90

SHEET TITLE:

ROOF DETAILS SHEET NUMBER:

A4.12

FTR MEMBRANE FLASHING PRECUT OR SAW-CUT REGLET

PRECUT OR SAW-CUT REGLET

FTR #101 SEALANT (TOOLED)

DETAILS FOR REFERENCE ONLY

FTR #101 SEALANT (TOOLED)

TERMINATION PER APPLICABLE DETAIL

FTR #101 SEALANT (TOOLED)

FIBERCLAD METAL FLASHING

METAL COUNTER FLASHING

FTR ALUMINUM TERMINATION BAR, FASTEN WITH APPROVED FASTENER

EPDM WASHERED FASTENER AT 8"o.c. BUTYL SEALING TAPE

METAL COUNTER FLASHING

EPDM WASHERED FASTENER AT 12" O.C. FTR #101 SEALANT (TOOLED) FTR ALUMINUM TERMINATION BAR, FASTEN WITH APPROVED FASTENER AT 8" O.C.

FTR OR FTR-FB MEMBRANE INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS

METAL COUNTER FLASHING FTR MEMBRANE FLASHING

FTR FLASHING

FTR #201 OR #190 ADHESIVE

FTR #101 SEALANT (TOOLED)

FTR #201 OR #190 ADHESIVE

FTR MEMBRANE FLASHING STRIP, HEAT WELDED

METAL COUNTER FLASHING

FTR FLASHING

FTR #201 OR #190 ADHESIVE FTR 1/8" X 1" ALUMINUM BAR ATTACHED @ 8"O.C. HOT AIR WELD

5" WIDE FTR FLASHING STRIP, HOT-AIR WELDED IN PLACE 2" WIDE ALUMINUM TAPE OVER JOINT FASTEN ENDS OF EACH SHEET TO SUBSTRATE AT 6" O.C. GAP AT BUTT JOINT PER SPECIFICATIONS

FTR #101 SEALANT (TOOLED)

FTR ALUMINUM TERMINATION BAR, FASTEN WITH APPROVED FASTENER

PRECUT OR SAW-CUT REGLET

FTR MEMBRANE

FIBERCLAD METAL FLASHING

FTR #201 OR #190 ADHESIVE

GALVANIZED ANNULAR RING SHANK NAIL (6" O.C.)

WOOD BLOCKING ATTACHED @ 250 lbf/ft

WOOD BLOCKING ATTACHED @ 250 LBF/FT HOT AIR WELD

FTR ALUMINUM TERM. / RESTRAINT BAR ATTACHED W/ APPROVED FASTENERS AT 8" O.C.

FTR OR FTR-FB MEMBRANE

HOT AIR WELD

INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS

GALVANIZED ANNULAR RING SHANK NAIL AT 6" O.C.

FTR MEMBRANE FLASHING NAIL AT 6" O.C. STAGGERED

FTR MEMBRANE FLASHING STRIP, HEAT WELDED

FTR #201 OR #190 ADHESIVE WOOD BLOCKING ATTACHED @ 250 LBF/FT

FTR or FTR-FB MEMBRANE

HOT AIR WELD

INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS

INSULATION ATTACHED or ADHERED PER SPECIFICATION

FTR OR FTR-FB MEMBRANE

EXISTING METAL COUNTER FLASHING

INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS

METAL COUNTER FLASHING

INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS

EPDM WASHERED FASTENER AT 12" O.C.

WOOD BLOCKING ATTACHED @ 250 lbf/ft

FTR MEMBRANE FLASHING FTR #201 OR #190 ADHESIVE

FiberTite ROOFING SYSTEMS

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06" "FTR AD06" "FTR BA06"

TYPICAL "MEMBRANE" WALL FLASHING HORIZONTAL BLOCKING W/ SAWCUT REGLET REVISES DETAIL

ISSUE DATE

DRAWING NUMBER

ALL PREVIOUS

03-01-07

FTR-DW1

FiberTite

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR AD06"

ROOFING SYSTEMS

REVISES DETAIL

ISSUE DATE

DRAWING NUMBER

FiberTite

ALL PREVIOUS

03-01-07

FTR-DW1a

ROOFING SYSTEMS

WALL FLASHING (BLOCKING ALTERNATE) T-BAR BASE RESTRAINT

FM Approved / Miami Dade Approved

CONTINUOUS GALVANIZED METAL CLEAT FASTEN WITH GALVANIZED ANNULAR RING SHANK NAILS AT 3" O.C.

NOTE: INSTALL PRE-MANUFACTURED COPING SYSTEM PER SPECIFICATIONS AND FIBERTITE'S INSTALLATION REQUIREMENTS METAL COPING CAP EPDM WASHERED FASTENER AT 12" O.C.

WOOD BLOCKING ATTACHED @ 250 LBF/FT

OUTSIDE FACE 3" MIN./6" MAX. OR 6" MIN./12" MAX.

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06" "FTR AD06" "FTR BA06"

FTR MEMBRANE FLASHING FTR #201 OR #190 ADHESIVE

WOOD BLOCKING ATTACHED @ 250 LBF/FT HOT AIR WELD FTR OR FTR-FB MEMBRANE INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS

DRAWING NUMBER

FTR-DW2

ROOFING SYSTEMS

12" WIDE 20 GA GALV. ANCHOR CLIPS. LOCATE ANCHOR CLIPS 4'-0" O.C.

8" WIDE CONCEALED SPLICE PLATE AT EACH JOINT

FTR #101 SEALANT

EXTRUDED ANCHOR BAR

BUTYL SEALING TAPE

FiberTite ROOFING SYSTEMS

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06" "FTR AD06" "FTR BA06"

REVISES DETAIL

ISSUE DATE

DRAWING NUMBER

FiberTite

ALL PREVIOUS

03-01-07

FTR-DW5

ROOFING SYSTEMS

WALL FLASHING WITH METAL CAP FLASHING

VERIFY

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06" "FTR AD06" "FTR BA06"

ISSUE DATE

DRAWING NUMBER

03-01-07

FTR-DW3

ROOFING SYSTEMS

REVISES DETAIL

ISSUE DATE

DRAWING NUMBER

ALL PREVIOUS

03-01-07

FTR-DW4

HOT AIR WELD BUTYL SEALING TAPE

%%UFIBERCLAD METAL

FTR MEMBRANE FLASHING

FTR FLASHING MEMBRANE FTR #201 OR #190 ADHESIVE

FTR #201 ADHESIVE

FTR MEMBRANE FLASHING STRIP, HOT AIR WELD HOT AIR WELD FTR FASTENER & S/P AT 18" O.C.

CONTINUOUS GALVANIZED METAL CLEAT FASTEN WITH GALVANIZED ANNULAR RING SHANK NAILS AT 3" O.C.

3/8" SPACE PROVIDED FOR WALL VARIATIONS

BUTYL SEALING TAPE

FTR MEMBRANE FLASHING FTR #201 OR #190 ADHESIVE

WOOD BLOCKING ATTACHED @ 250 LBF/FT

FTR FASTENER 18" O.C.

4" FIBERCLAD METAL STRIP

REVISES DETAIL

ISSUE DATE

DRAWING NUMBER

FiberTite

ALL PREVIOUS

03-01-07

FTR-DW5a

ROOFING SYSTEMS

FIBERTITE PREMANUFACTURED COPING SYSTEM (TAPERED AND NON-TAPERED)

REVISES DETAIL

ALL PREVIOUS

BUTYL SEALING TAPE

FIBERCLAD METAL

WOOD BLOCKING ATTACHED @ 250 LBF/FT

ROOFING SYSTEMS

WALL FLASHING ALTERNATE TERMINATION'S

FTR FASTENER & S/P AT 18" O.C.

FASCIA COVER (12'-0" LENGTHS)

INSIDE FACE 2-1/4" MIN./6" MAX.

FLAT COPING

DRAWING NUMBER

FTR-DW2i

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06" "FTR AD06" "FTR BA06"

FTR 1/8" X 1" ALUMINUM BAR ATTACHED 8" O.C.

GALVANIZED ANNULAR RING SHANK NAIL AT 6" O.C.

OUTSIDE FACE 3" MIN./6" MAX.

ISSUE DATE

03-01-07

FiberTite

WALL FLASHING ALTERNATE "BASE" SECUREMENT

FTR #201 ADHESIVE

#9 X 2" (50.8 mm) STAINLESS STEEL FASTENERS AT 12" O.C. (PROVIDED BY FIBERTITE)

#9 X 1-1/2" STAINLESS STEEL FASTENERS (PROVIDED BY FIBERTITE)

REVISES DETAIL

ALL PREVIOUS

FiberTite

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06" "FTR AD06" "FTR BA06"

FTR #201 ADHESIVE

WOOD BLOCKING ATTACHED @ 250 LBF/FT

COPING COVER (12'-0" LENGTHS)

TYPICAL "CLAD" METAL WALL FLASHING

FTR MEMBRANE FLASHING

FTR #201 OR #190 ADHESIVE

VERIFY

GALVANIZED ANNULAR RING SHANK NAIL AT 6" O.C.

ISSUE DATE

03-01-07

FTR FLASHING MEMBRANE

NOTE: INSTALL PRE-MANUFACTURED EDGE SYSTEM PER SPECIFICATIONS AND FIBERTITE'S INSTALLATION REQUIREMENTS

3/8" SPACE PROVIDED FOR WALL VARIATIONS

TAPERED COPING

REVISES DETAIL

ALL PREVIOUS

FiberTite

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06" "FTR AD06" "FTR BA06"

%%UFIBERTITE AT FASCIA SYSTEM (STANDARD FASCIA)

INSIDE FACE 2-1/4" MIN./6" MAX.

BUTYL SEALING TAPE

TYPICAL "CLAD" METAL WALL FLASHING HORIZONTAL BLOCKING W/ SAWCUT REGLET

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06" "FTR AD06" "FTR BA06"

FTR MEMBRANE FLASHING STRIP

REVISES DETAIL

ISSUE DATE

DRAWING NUMBER

FiberTite

ALL PREVIOUS

03-01-07

FTR-DW6

ROOFING SYSTEMS

ALTERNATE COPING / FLASHING

GENERAL REFERENCE: "FTR GS06" APPLICABLE SYSTEMS: "FTR MA06" "FTR AD06" "FTR BA06"

WALL FLASHING / INTERMEDIATE ATTACHMENT "WALLS OVER 40 INCHES w/ #201 ADHESIVE" REVISES DETAIL

ISSUE DATE

DRAWING NUMBER

ALL PREVIOUS

03-01-07

FTR-DW7

09.03.09 CONSTRUCTION DOCUMENTS 08.20.09 BASE SHEET REV.

DATE

SUBMISSION

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

CONSULTANT:

SEAL:

MDH

. U. S

DETAILS FOR REFERENCE ONLY

PROJECT MGR:

JNS

THERESA S. ROBERTS 466 - A

REVIEWED BY:

RED ARCH E T

CT ITE

REGIS

LMO

DRAWN BY:

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:

BACK OF HOUSE SINGLE STORY SHEET TITLE:

ROOF DETAILS SHEET NUMBER:

A4.13

DOOR NOTES

DOOR SCHEDULE

X X X X X

WB WB WB WB WB WB WB WB WB WB (2) WB

PROVIDE SIDELIGHT

2. ALL HDWR SHALL BE COMMERCIAL GRADE

W/ CLOSER

3. PROVIDE (3) BALL BEARING STAINLESS STEEL HINGES PER DOOR UON 4. ALL DOORS TO RECEIVE SILENCERS AND ALL DOUBLE TO RECEIVE ASTRAGALS UON 5. ALL HDWR FINISH TO BE 626 / SATIN NICKEL OR SIMILAR UON 6. DOOR STOPS: WB = IVES WS402CVX FSW/H = IVES FS446 SURFACE CLOSER: LCN 1371

HARDWARE SETS X X X

WB WB

PROVIDE SADDLE 1 HR 1 HR

PANIC / RFID

1A 1A 3B 1B 1A 1B 3A 3A 3A 3A 3A 3A 3A 5A 2A 2B 3A 1B 3A 2A 3A 6A 3A 3A 6A 1B

3'-0"

6'-0" 6"

CAULK JOINT

3'-0"

5'-0"

6'-0" 3'-0"

3'-0"

2'-0"

3'-0"

2'-0"

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

5'-0"

8'-0"

7'-7"

6'-6"

2'-0"

1'-0"

1'-0" 2'-0"

5'-0"

NOTE: DOORS TO OPEN 180ยบ

8'-0" A.F.F.

DOOR PER SCHEDULE, PAINT FINISH. VERIFY COLOR WITH ARCHITECT

2'-0"

MTL DRIP EDGE TO MATCH WINDOW

CAULK JOINT

SET 1A - SINGLE DOOR - SAFLOK INSYNC L "UNIT" LOCK W/ CONTINENTAL LEVER (SATIN CHROME) & VON DUPRIN 99 SERIES PANIC RIM - SURFACE CLOSER SET 1B - DOUBLE DOOR - SET 1A (W/ 1609 STRIKE) - VON DUPRIN 99 SERIES PANIC WITH VERTICAL ROD @ INACTIVE LEAF (NO HDWR @ EXT OF INACTIVE LEAF) - SURFACE CLOSER (x2)

SET 2A - SINGLE DOOR -VON DUPRIN 99 SERIES PANIC RIM W/ THUMBPEICE (NO CYLINDER) - SURFACE CLOSER SET 2B - DOUBLE DOOR - SET 2A (W/ 1609 STRIKE) - VON DUPRIN 99 SERIES PANIC WITH VERTICAL ROD @ INACTIVE LEAF (NO HDWR @ EXT OF INACTIVE LEAF) - SURFACE CLOSER (x2)

6'-0" 3'-0"

1'-9"

PANIC / PASSAGE

ADMIN. ELEC DOMESTIC HW BREAK ROOM BREAK ROOM LAUNDRY / HOUSEKEEPING ADMIN. OFFICE OFFICE OFFICE ADMIN. IT MANAGER'S OFFICE MDF TOILET ADMIN. STORAGE CLOSET DOMSESTIC PUMP ROOM LAUNDRY MANAGER'S OFFICE LAUNDRY / HOUSEKEEPING JAN. WOMAN'S BATHROOM / LOCKERS ST. ST. MEN'S BATHROOM / LOCKERS BOILER ROOM

DOOR SCHEDULE

METAL DOOR FRAME PER MANUFACTURER SPECIFICATIONS DOOR PER SCHEDULE

107 114 115 121 121 122 107 103 104 105 107 113 112 111 107 101 110 108 109 122 120 119 118 117 116 123

DOOR ANCHORING PER MFR SPECS CONTROL JOINT, SEE ELEVATIONS

1/4" CONTINUOUS CAULK JOINT AROUND DOOR FRAME

METAL W/ VISION PANEL HOLLOW CORE METAL DOUBLE - H/C MTL W/ LOUVER DOUBLE - METAL W/ VISION PANEL METAL W/ VISION PANEL DOUBLE - METAL W/ VISION PANEL SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD HOLLOW CORE METAL DOUBLE - HOLLOW CORE METAL HOLLOW CORE METAL DOUBLE - HOLLOW CORE METAL METAL W/ VISION PANEL METAL W/ VISION PANEL HOLLOW CORE METAL HOLLOW CORE METAL HOLLOW CORE METAL HOLLOW CORE METAL HOLLOW CORE METAL DOUBLE - HOLLOW CORE METAL

RFID DEADBOLT

LINTEL. SEE STRUCTURAL DRAWINGS

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

ALIGN

SEE FLOOR PLANS FOR WALL OR PARTITION TYPES

3' - 0" 3' - 0" 6' - 0" 6' - 0" 3' - 0" 6' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 6' - 0" 2' - 8" 6' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 2' - 8" 2' - 8" 3' - 0" 6' - 0"

NOTES

PASSAGE

TYPICAL EXTERIOR FINISH

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

LOCATION

1. ALL EXTERIOR DOORS SHALL BE HURRICANE RATED & INSULATED (HONEYCOMB CORE) W/ WEATHER TIGHT SEAL, UON

SET 3A - SINGLE DOOR - PASSAGE LEVER: SCHLAGE AL70PD W/ NEPTUNE HANDLE - SAFLOK DEADBOLT SET 3B - DOUBLE DOOR - SET 3A W/ SURFACE BOLTS TOP & BOTTOM @ INACTIVE LEAF

SET 4A - SINGLE DOOR - PASSAGE LEVER: SCHLAGE AL70PD W/ NEPTUNE HANDLE SET 4B - DOUBLE DOOR - SET 4A W/ SURFACE BOLTS TOP & BOTTOM @ INACTIVE LEAF

PRIVACY

101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126

DESCRIPTION

ROOM #

SET 5A - SINGLE DOOR - PRIVACY LEVER: SCHLAGE AL40S W/ NEPTUNE HANDLE

PULL

DOOR NOMINAL NOMINAL # TYPE WIDTH HEIGHT

HARDWARE HDWR KICK SET STOP PLATE FIRE-RATING

SET 6A - SINGLE DOOR - PUSH PLATE AND PULL HANDLE - ADJUSTABLE SPEED CLOSER

SADDLE PER MFR

INTERIOR FINISHED FLOOR / CONC SLAB PER STRUCTURAL DWGS

1'-0"

WALL BEYOND

CONCRETE SLAB SLOPED AWAY FROM BUILDING

SEALANT BED

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

5 WINDOW # TYPE WIDTH

HEIGHT

DESCRIPTION

WINDOW / LOUVER SCHEDULE ROOM # LOCATION

MANUFACTURER

FRAME

09.03.09 CONSTRUCTION DOCUMENTS 08.20.09 BASE SHEET

NOTES REV.

101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119

TYPICAL EXTERIOR FINISH LINTEL. SEE STRUCTURAL DRAWINGS WINDOW ANCHORING PER MFR SPECS CONTROL JOINT, SEE ELEVATIONS

A A A A A A A B B A A A A A A A A A C

4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 9' - 0"

5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 2' - 0" 2' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 9' - 0"

SINGLE FIXED SINGLE FIXED SINGLE FIXED SINGLE FIXED SINGLE FIXED SINGLE FIXED SINGLE FIXED SINGLE FIXED SINGLE FIXED SINGLE FIXED SINGLE FIXED SINGLE FIXED SINGLE FIXED SINGLE FIXED SINGLE FIXED SINGLE FIXED SINGLE FIXED SINGLE FIXED LOUVER

104 104 105 105 106 106 113 116 116 121 121 121 121 121 121 121 109 109 123

OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE IT MANAGER'S OFFICE MEN'S BATHROOM / LOCKERS MEN'S BATHROOM / LOCKERS BREAK ROOM BREAK ROOM BREAK ROOM BREAK ROOM BREAK ROOM BREAK ROOM BREAK ROOM LAUNDRY MANAGER'S OFFICE LAUNDRY MANAGER'S OFFICE BOILER ROOM

PGT PGT PGT PGT PGT PGT PGT PGT PGT PGT PGT PGT PGT PGT PGT PGT PGT PGT RUSKIN

MTL. MTL. MTL. MTL. MTL. MTL. MTL. MTL. MTL. MTL. MTL. MTL. MTL. MTL. MTL. MTL. MTL. MTL. PER MANUF.

DATE

SUBMISSION

EGRESS WINDOW

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

EGRESS WINDOW CONSULTANT:

SEAL:

DRAWN BY:

CAULK JOINT

1. ALL WINDOWS SHALL BE HURRICANE RATED.

9'-0"

MDH

. U. S

2. ALL LOUVERS SHALL BE HURRICANE RATED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS.

WINDOW PER SCHEDULE

REVIEWED BY:

PROJECT MGR:

JNS WOOD SILL TO MATCH RESIDENTIAL UNITS

RED ARCH E T THERESA S. ROBERTS 466 - A

CT ITE

WINDOW / LOUVER SCHEDULE

NOTES:

MTL DRIP EDGE TO MATCH WINDOW

LMO

RG IN ISLA

PROJECT: 4'-0"

POND BAY

4'-0"

CAULK JOINT

PROJECT ID: 050-07-1 OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

11'-0"

MTL FLASHING W/ DRIP EDGE TO MATCH WINDOW

9'-0"

2'-0"

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

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

BACK OF HOUSE

6'-0"

SINGLE STORY SHEET TITLE:

DOOR, WINDOW & LOUVER SCHEDULE, NOTES AND DETAILS

2'-0"

3" = 1'-0"

5'-0"

TYPICAL EXTERIOR DOOR SECTION

3'-0"

3" = 1'-0"

8'-0"

TYPICAL INTERIOR DOOR SECTION

REGIS

SHEET NUMBER:

A TYPICAL WINDOW DETAIL 3" = 1'-0"

A5.01

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