spabldg 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. S.S. PTD

SHEET INDEX

POND BAY CLUB

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

SHEET # A0.00

POND BAY ESPA - FITNESS CENTER CONSTRUCTION DOCUMENTS

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

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

NORTH ARROWS

DRAWING TITLE

SCALE

PARCELS

NORTH ROOM NAME KEY

SECTION CUT KEY

Room name 101

A3.02

LOT AREA MINIMUM: ACTUAL:

SIM

101

A101

WINDOW KEY

COLUMN LINE GRID KEY

0 1i

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.

VICINITY MAP

100 FEET 300 FEET

FRONT SETBACK PERMITTED: ACTUAL:

50 FEET 250 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.

10 FEET 150 FEET

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.

HEIGHT PERMITTED: ACTUAL-MAXIMUM:

1.20.09

COVER

ARCHITECTURAL A2.01 FIRST FLOOR PLAN A2.02 FIRST FLOOR DIMENSIONAL PLAN A2.03 TERRACE / ROOF PLAN A3.01 EXTERIOR ELEVATIONS A3.02 EXTERIOR ELEVATIONS A3.11 BUILDING SECTIONS A3.12 BUILDING SECTIONS A4.01 WALL SECTIONS A4.02 WALL SECTIONS A4.03 WALL SECTIONS A4.11 PLAN DETAILS A4.12 ARCHITECTURAL DETAILS A4.13 ARCHITECTURAL DETAILS A4.14 ARCHITECTURAL DETAILS A5.01 DOOR SCHEDULE A5.02 WINDOW SCHEDULE A7.01 ENLARGED STAIR PLAN A7.03 STAIR / RAMP DETAILS A7.11 ELEVATOR SPECIFICATIONS A7.12 ELEVATOR SPECIFICATIONS A7.13 DUMBWAITER SPECIFICATIONS

4.08.08 4.08.08 4.08.08 4.08.08 4.08.08 4.08.08 4.08.08 4.08.08 4.08.08 4.08.08 4.08.08 4.08.08 4.08.08 4.08.08 4.08.08 4.08.08 4.08.08 4.08.08 4.08.08 4.08.08 4.08.08

STRUCTURAL S001 STRUCTURAL NOTES S101 FOUNDATION PLAN S201 ROOF FRAMING PLAN S202 HIGH ROOF FRAMING PLAN S301 FOUNDATION SECTIONS S302 FOUNDATION SECTIONS S501 FRAMING SECTIONS

10.28.08 10.28.08 10.28.08 10.28.08 10.28.08 10.28.08 10.28.08

MECHANICAL M-0 MECHANICAL SPECIFICATIONS M-1 MECHANICAL LEGEND M-2 MECHANICAL FIRST FLOOR PLAN M-3 MECHANICAL TERRACE/ROOF PLAN M-4 MECHANICAL SCHEDULES M-5 MECHANICAL DETAILS M-6 MECHANICAL DETAILS

2.12.08 2.12.08 2.12.08 2.12.08 2.12.08 2.12.08 2.12.08

ELECTRICAL E-1 ELECTRICAL SPECIFICATIONS AND SYMBOL LEGEND E-2 ELECTRICAL FIRST FLOOR PLAN E-3 ELECTRICAL FIRST FLOOR PLAN E-4 ELECTRICAL TERRACE/ROOF PLAN E-5 ELECTRICAL PANEL SCHEDULES E-6 ELECTRICAL RISER DIAGRAM

2.12.08 2.12.08 2.12.08 2.12.08 2.12.08 2.12.08

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

2.12.08 2.12.08 2.12.08 2.12.08

PLUMBING SPECIFICATIONS,LEGEND&GENERAL NOTES PLUMBING FIRST FLOOR PLAN PLUMBING TERRACE/ROOF PLAN PLUMBING DETAILS

01.21.09 CONSTRUCTION DOCUMENTS (FULL ISSUE)

2.12.08 2.12.08

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

LOT WIDTH MINIMUM ACTUAL

REAR SETBACK PERMITTED: ACTUAL:

ARCH KEY

DATE

FIRE PROTECTION F-1 FIRE PROTECTION SPECIFICATIONS & DETAILS F-2 FIRE PROTECTION FIRST FLOOR 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.

10,000 SQ.FT. 623,780 SF=14.32 ACRES

SIDE SETBACK PERMITTED: ACTUAL:

CHANGE CLOUD AND REV. TAG

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.

ESPA - FITNESS CENTER

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

DOOR KEY

DETAIL KEY

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

OCCUPANCY PERMITTED: 40% OF 14.32 ACRES = 5.73 ACRES ACTUAL: .9% OF 14.32 ACRES =.14 ACRES

WALL TYPE KEY

ELEVATION KEY

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

DENSITY PERMITTED: 40 PERSONS PER ACRE ACTUAL: 19 PERSONS PER ACRE

SIM

A101

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

TITLE

10.28.08 STRUCTURAL ISSUE 08.15.08 BLDG. PERMIT APPLICATION 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

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.

CONSULTANT:

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.

50 FEET 87 FEET

SITE

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

3 STORIES 2 STORIES

DRAWN BY: BJC REVIEWED BY:

CIVIL ENGINEER:

SURVEYOR:

RELAX: 2 HEAT: 2 CHANGING: 2 POOL PLANT TREATHMENT ROOMS: 10 PREP / LINEN STORAGE SECOND FLOOR: TERRACE

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

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

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

PROJECT MGR:

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

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

PROJECT:

ROOMS WITH ELECTRIC: 41

ARCHITECT:

MEP ENGINEER:

WWT PLANT & RO PLANT:

PLUMBING: LAVATORIES: 13 TOILETS: 3 SHOWERS: 10

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

JNS ELEVATION MARK

STORIES: TWO

SPOT ELEVATION

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

Name Elevation

EXTERIOR WALLS: CMU AND STONE VENEER

STEPDOWN SYMBOL

CLG HEIGHT KEY

ROOF: 1'-0" A.F.F.

STRUCTURE: CONCRETE ROOF PANEL AREA: 10,516 SF

NOTE KEY

INTERIOR ELEVATION MARK

6 : 12 SLOPE 12 PITCH

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

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

MDH

THERESA S. ROBERTS 466 - A

RG IN ISLA

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

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

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

ESPA - FITNESS CENTER SHEET TITLE:

COVER

LEGEND OF SYMBOLS

RED ARCH E T

OWNER:

ROOMS : MECHANICAL LEVEL: MECHANICAL ROOM FIRST FLOOR: FITNESS PUMP ROOM UNISEX TOILETS RETAIL: 3 KITCHEN ELECT:2 MECH: 3 STORAGE MEN & WOMEN TOILETS STAFF RELAX FINISHING TOUCHES HALLWAY RESERVATIONS MANAGER RECEPTION LAUNDRY / LINEN

LOUVER KEY

ROOF SLOPE/PITCH MARK

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

. U. S

OWNER:

POND BAY ESPA-FITNESS CENTER:

GENERAL NOTES

LOCATION MAPS

CT ITE

ZONING REQUIREMENTS

EQUIPMENT KEY

BENCH MARK

REGIS

SEAL:

PROJECT DATA

STRUCTURAL ENGINEER:

MARINE BIOLOGIST:

TRAVIS DESIGN ASSOCIATION 200 CAUGHMAN FARM LANE LEXINGTON, SC 29072

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

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

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

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.

5' - 6"

7' - 0"

5' - 0" 4' - 0"

7' - 11 1/2"

10' - 0" A3.01

10' - 0"

UP 2

102

001 2' - 3"

PUMP ROOM 151

15' - 3"

DN 11' - 4"

MECHANICAL ROOM 001

101 8' - 0"

18' - 10" 1 A3.12

MECHANICAL ROOM FLOOR PLAN

1/8" = 1'-0"

FITNESS 101

6 A3.11

16' - 0"

TOW 10' - 0" 12' - 0"

3 D

A3.11 42" HIGH HANDRAIL (TYP.)

TREATMENT ROOM 137

PLANTER

RA MP 1:1 2

PLANTER

T.O.W. 19' - 0" D

13' - 6"

RELAX 133

ROOF ABOVE D

RECEPTION 120

107

9' - 10"

120

124 1/2"

ELECT 108

RAIN COLECTOR

LAUNDRY / LINEN 121

109 1/2"

123

SIDEWALK

12"x12" SS GRATE

108 1/2"

1/2"

10' - 6"

9' - 6"

8' - 10"

153

154

157

158

PROJECT MGR: MDH

155

156

PLANTER

SIDEWALK

122 1/2" 9' - 6"

160

10' - 6"

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:

PLANTER

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

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

19' - 11 1/2"

BUILDING NAME:

ESPA - FITNESS

SIDEWALK

10' - 6"

SHEET TITLE:

140

9' - 6"

159

RED ARCH E T

PROJECT:

TREATMENT ROOM 144

135

3' - 8"

5'-0" HIGH CMU OR AAC WAL WITH PLASTER FINISH

42" HIGH HANDRAIL (TYP.)

DRAIN

10' - 6 1/2"

MDH

TREATMENT ROOM 143

12 A4.11

TREATMENT ROOM 142

PLANTER

DRAIN

121

TREATMENT ROOM 141

REVIEWED BY:

PLANTER

16' - 11 1/2"

110

RESERVATIONS 118

A4.13

20' - 0"

DRAIN

A4.13

112 D

KITCHEN 107

PVC DOWNSPOUT

CHANGING 34

DRAWN BY:

132

8' - 8"

2 A4.11

MECH 117

SEAL:

04.08.08

12"x12" SS DRAIN

MANAGER 119

SIDEWALK

11 A4.11

111

A3.12 16' - 11 1/2"

MECH 130

A3.12

CONSULTANT:

134

ELEV 116

A3.01

DRAIN

6' - 8"

6' - 0"

PLANTER

LMO

CHANGING 122

24' - 0"

125

148

136

END OF CONCRETE D

MECH 109

DRAIN

11' - 2"

10 A4.11

DRAIN

24"x24" DUMBWAITER

SLOPE TO DRAIN (TYP.)

11' - 2"

1 A4.11

HALLWAY 111

7 A4.11

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

. U. S

STORAGE 110

6 A4.11

150

CT ITE

TRELLIS ABOVE

HEAT 132

133

GARDEN 129

113

149

PLANTER

DATE:

130

RETAIL 106

VITALITY POOL 131

END OF CONCRETE

119 114

DRAIN

3 A4.11

A4.13

GARDEN 128 DRAIN

6" 6"

115

SLOPE TO DRAIN (TYP.)

137

SIDEWALK

MEN 112

PVC CLR. DOWNSPOUT

SUBMISSION

129 DRAIN

147

PVC CLR. DOWNSPOUT

SLOPE TO DRAIN (TYP.) 10

PLANTER

106

DATE

SPRINGLINE ARCHITECTS, L.L.C. D

PLANTER

126

DRAIN

VITALITY POOL 126

HEAT 123

152

A3.01

11' - 6"

COURTYARD 115

DRAIN

SIDEWALK

116

24' - 0"

16' - 11 1/2"

FUTURE POOL N.I.C.

131

POOL PLANT 127

117

WOMEN 113

DRAIN

PLANTER

A4.01

RETAIL 105

151

REV.

PLANTER

SLOPE TO DRAIN (TYP.)

12' - 0"

127

TREATMENT ROOM 139 TREATMENT ROOM 138

STAFF RELAX 114

12' - 0"

23' - 8"

FUTURE POOL N.I.C.

DRAIN

118

TREATMENT ROOM 140

RELAX 124

PLANTER

138

24' - 0"

105

144

9' - 10"

1 A7.01

143

PLANTER

SEE 2-A2.01 FOR MECHANICAL ROOM BELOW POOL PLANT

24' - 0"

FLAT ABOVE

RETAIL 104 DN

17' - 8 1/4"

A3.11

5' - 0" 2' - 0"

142

E OP SL

5 A4.11

141

8' - 8"

4 A4.11

FOUNTAIN

128

FINISHING TOUCHES 103

GALLERY 103

PORCH 134

139

PREP / LINEN STORAGE 145 20' - 0"

ELECT 146

FIRST FLOOR PLAN

4' - 4" SHEET NUMBER:

60' - 7"

5' - 8"

A3.12

A3.11

1 A3.12

A3.01

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

A2.01

C:\Springline\PondBay\SpaBuilding\ESPA-FITNESS CD\EspaFitnessCD-Luis.rvt 4/8/2008 3:04:06 AM

9 A4.11

146

17' - 0"

TREATMENT ROOM 135

24' - 10"

A3.01

SL O PE

DRAIN

145

16' - 11 1/2"

PLANTER

RAMP 1:6

15' - 10 1/4"

PORCH 125

T.O.W. 19' - 0" 15' - 11 1/2"

TREATMENT ROOM 136

8 A4.11

UNISEX D 102 103

1/2 "

REGIS

104

PLANTER

10' - 0"

15' - 11 1/2"

6' - 2 1/2"

4' - 4"

10' - 6"

9' - 6"

8' - 10"

9' - 6"

10' - 6"

4' - 4"

2' - 8"

2' - 4"

M.O.

18' - 2"

15' - 0"

4' - 8"

PUMP ROOM 151

7' - 0" 8"

9' - 0"

2' - 10" 3' - 8"

1' - 4"

R 134' - 6 1/4"

FITNESS 101

M.O.

18' - 2"

11' - 1 3/4"

16' - 0"

1' - 4"

TOW 10' - 0" 38' - 8"

9' - 1"

12' - 0"

6' - 2" SIDEWALK

45' - 0"

12' - 8"

REVIEWED BY:

MDH 12' - 8"

TREATMENT ROOM 144

5' - 10" PLANTER

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

PLANTER

OWNER:

PLANTER

8" 6' - 6" 2' - 4"

5' - 0"

2' - 0 1/2" SIDEWALK

9 1/2"

8" 2' - 4"

7' - 2"

2' - 4"

7' - 2"

2' - 4"

8' - 2"

2' - 4"

8' - 2"

2' - 4"

8' - 2"

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

13' - 5"

19' - 11 1/2"

BUILDING NAME:

ESPA - FITNESS

SIDEWALK

SHEET TITLE: UP

2' - 4" 3' - 8"

5' - 10"

5' - 0"

7' - 3 1/4"

9' - 3 1/4"

PREP / LINEN STORAGE 145 20' - 0"

ELECT 146

19' - 4" 8"

14' - 3 1/4"

8' - 0"

2' - 4"

POND BAY

PROJECT ID: 050-07-1

5' - 0"

7' - 2"

RG IN ISLA

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

2' - 4" 2' - 4"

8' - 10"

8' - 2"

THERESA S. ROBERTS 466 - A

PROJECT:

23' - 4"

5' - 2 1/2"

PROJECT MGR:

TREATMENT ROOM 142

5' - 8"

CHANGING 34

MDH

TREATMENT ROOM 143 12' - 8"

25' - 8"

PLANTER

TREATMENT ROOM 141

48' - 0"

SIDEWALK 10' - 8"

2' - 0"

16' - 4"

20' - 0"

RED ARCH E T

DRAWN BY: PLANTER

2' - 0"

2' - 3 1/2"

2' - 4"

SEAL:

04.08.08

5' - 0"

1' - 4"

DRAIN

8' - 2"

DATE:

16' - 11 1/2"

PLANTER SIDEWALK

CONSULTANT:

REGIS

2' - 0"

PLANTER

11' - 8"

4' - 4" 6' - 0"

DRAIN 16' - 11 1/2"

25' - 8" 6' - 2"

22' - 2" 8"

M.O.

1' - 4" 9' - 10" 1' - 4" 6' - 0"

PLANTER

LMO

17' - 4"

7' - 0"

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

PLANTER

51' - 4"

MECH 130

M.O.

SPRINGLINE ARCHITECTS, L.L.C.

PLANTER

GARDEN 129

6' - 0"

38' - 0"

41' - 8 1/4"

TREATMENT ROOM 138

2' - 4"

20' - 7 1/2"

HEAT 132

8" 8"

VITALITY POOL 131

SUBMISSION

38' - 8"

19' - 4 1/2"

GARDEN 128

5' - 1 1/2"

2' - 4"

38' - 0" 6' - 2"

2' - 4"

TREATMENT ROOM 139

4' - 8" 1' - 4"

DATE

FIRST FLOOR DIMENSIONAL PLAN

SHEET NUMBER:

A2.02

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

C:\Springline\PondBay\SpaBuilding\ESPA-FITNESS CD\EspaFitnessCD-Luis.rvt 4/8/2008 3:04:33 AM

66' - 7"

12' - 0"

21' - 4"

21' - 2"

17' - 6"

REV.

M.O.

8' - 8"

POOL PLANT 127

7' - 8"

23' - 4"

CHANGING 122

45' - 0"

19' - 0" 36' - 7 1/2"

9' - 9"

13' - 11 1/2" 15' - 11 3/4"

RELAX 133

8" 7' - 11 1/2"

9' - 0"

11' - 4"

FUTURE POOL N.I.C.

2' - 0"

8' - 2"

2' - 4"

M.O.

8" 19' - 2 1/2"

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

M.O .

1' - 2"

6' - 2" 2' - 2"

8' - 2"

11' - 4"

5' - 0" 5' - 0"

10' - 2"

20' - 7 1/2"

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

6' - 2"

2' - 0" 14' - 6 1/4" 2' - 4"

25' - 4"

4' - 6"

HEAT 123

2' - 0"

5' - 4 1/2"

6' - 0" 15' - 3 1/2"

4' - 5"

LAUNDRY / LINEN 121

VITALITY POOL 126 23' - 4"

6' - 0"

24' - 6" 8"

12' - 4"

8' - 2"

31' - 0"

16' - 4"

31' - 8"

4' - 4" 6' - 4"

FUTURE POOL N.I.C.

11' - 4"

1' - 4 1/4"

15' - 3 1/2"

8" 11' - 0"

16' - 0"

8' - 0"

5' - 8"

8" 17' - 4"

12' - 2"

MANAGER 2' - 8" 119

RESERVATIONS 118 8' - 4"

11' - 0"

M.O.

10' - 0"

5' - 6"

13' - 2"

10' - 10"

12' - 4" 3' - 0"

- 0"

RECEPTION 120

8" 4' - 1"

MECH 117

2' - 0"

ELECT 108

01' R1

10' - 2"

KITCHEN 107

8" 7' - 10"

8' - 6"

MECH 109

8" 7' - 2"

2' - 0"

2' - 8"

5' - 0"

ELEV 116

86 .51 °

6' - 0"

4' - 0"

5' - 9"

9' - 4"

5' - 9" 8"

8' - 0"

1/4" 10' - 7

6.95°

15' - 6 1/2"

9' - 2"

M.O.

PLANTER

9 1/2"

19' - 4"

19' - 6"

18' - 10"

HALLWAY 111

3' - 10" 2' - 4"

25' - 8"

4' - 4" 8' - 2"

13' - 6"

STORAGE 110

22' - 6"

RETAIL 106

14' - 10"

. U. S

88 .2 8°

8" 8' - 8"

7' - 4 1/2"

SIDEWALK

21' - 4"

COURTYARD 115 1' - 8"

23' - 7 3/4"

2' - 0"

29' - 3 1/2"

10' - 6"

6" 7' - 0"

6' - 0"

2' - 0"

MEN 112

- 8"

TREATMENT ROOM 140

CT ITE

6.87°

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

86 .7 2°

1' - 6"

4' - 8"

3° .4 87

1' - 6"

18' - 8"

2' - 0"

7' - 0"

1' - 6"

WOMEN 113

R 107'

11' - 6"

2' - 4" 2' - 4"

23' - 8"

RETAIL 105

RELAX 124

22' - 2"

M.O.

12' - 0"

PLANTER

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

12' - 11" 10' - 4"

5' - 6"

M.O. 23' - 2"

7' - 4"

STAFF RELAX 114

2' - 9"

4' - 4" 8"

M.O.

21' - 2"

6' - 0" 1' - 6"

8" 12' - 2"

6' - 0"

12' - 5"

PLANTER

PORCH 134

32' - 4"

16' - 11 1/2"

23' - 10"

6.87°

10' - 5 3/4"

3° .8 6 8

17' - 0"

TREATMENT ROOM 135

PLANTER

M.O.

20' - 6"

10' 3° .8 87

5' - 2"

6.77°

5' - 2"

° .73 73 8

16' - 0"

6° 8.3

2' - 4"

14' - 10"

22' - 3 3/4"

7 3/4 "

1' 6

6.96 °

RETAIL 104

8' - 2"

5' -

78° 87.

FINISHING TOUCHES 103

2' - 0"

1' - 6"

2' - 4" 8"

31' - 5"

2' - 4"

M.O.

PLANTER

13' - 8 3/4"

8' - 2"

M.O.

1' - 6" 5' - 9" 1' - 6"

1' - 6"

9° 4.6 1 1

5.6 3°

RA MP 1:1 /2" 2 5' 21 /2"

PLANTER

2' - 4"

10' - 10"

23' - 4"

9' - 0"

M.O.

3' - 0"

M.O.

2' - 9"

12' - 2"

9' - 9"

1' - 6" 6' - 0"

M.O.

1' - 6"

FOUNTAIN

9' - 9"

M.O.

1' - 6"

M.O. 23' - 6"

9' - 9"

M.O.

1' - 6"

1' - 6" 5' - 9" 1' - 6" 5' - 9" 1' - 6"

10' - 1 3/4"

22' - 2"

49' - 4 3/4"

M.O.

GALLERY 103

16' - 11 1/2"

2' - 0"

3.7 7°

14' - 6 1/4"

3' - 0"

RAMP 1:6

TREATMENT ROOM 136

PORCH 125

33' - 9"

2' - 9"

TREATMENT ROOM 137

2' - 0"

6' - 6"

PLANTER 36' - 9 1/4"

10' - 7 1/2"

15' - 11 1/2"

42" HIGH HANDRAIL (TYP.)

11' - 6"

25' - 8"

8' - 11"

2' - 8"

UNISEX 102

4' - 6"

9' - 6"

PLANTER

5' - 0"

R8 5' 9"

M.O.

2' 7"

1' - 6"

18' - 10"

5' - 8 1/4"

DN A

6 A3.11

SCUPPER AND DOWNSPOUT (TYP.)

3 A3.11

OPEN 5 A3.11

REV.

DATE

SUBMISSION

4: 12

GREEN ROOF

29' - 0"

SPRINGLINE ARCHITECTS, L.L.C. 4: 12

GREEN ROOF

CORRUGATED METAL ROOF BEYOND

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

OPEN

12 1:

1: 12

CONSULTANT:

OPEN

4: 12

B 2 A3.12

OPEN WOOD TRELLIS BEYOND

OPEN SEAL:

DRAIN

MDH

OPEN

PROJECT MGR: A

TERRACE 51

1: 12

AAC ROOF ABOVE

RG IN ISLA

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

4: 12

C 4: 12

A3.12

PROJECT:

1: 12

4: 12

MDH

THERESA S. ROBERTS 466 - A

PROJECT ID: 050-07-1

4: 12

OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

5'-0" HIGH SERVICE WALL WITH COUNTER TOP

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

UP 5'-0" HIGH SCREEN WALL

BUILDING NAME:

ESPA - FITNESS

DRAIN

4: 12

WOOD TRELLIS ABOVE DRAIN

4: 12

SHEET TITLE:

B UP

TERRACE / ROOF PLAN

B SHEET NUMBER:

T.O.W. 22' - 0"

A3.12

A3.11

A3.12

A2.03

SCUPPER AND DOWNSPOUT (TYP.)

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

C:\Springline\PondBay\SpaBuilding\ESPA-FITNESS CD\EspaFitnessCD-Luis.rvt 4/8/2008 3:04:49 AM

WOOD TRELLIS ABOVE

. U. S

4: 12

REVIEWED BY:

LMO

CT ITE

DRAWN BY:

RED ARCH E T

04.08.08

REGIS

4: 12

DATE:

CORRUGATED METAL ROOF FLASHING (TYP.)

PLASTER / PAINT FINISH 6 2X WOOD FASCIA. PAINT FINISH

A3.11

A3.12

CAP FLASHING WOOD TRELLIS

8" HALF ROUND GUTTER

T.O. TRELLIS 39' - 0"

SIGNAGE. (N.I.C.) 10' - 0"

STONE VENEER (TYP.)

PLANTER WALL 0.5

T.O. SLAB SECOND FLOOR-SPA 29' - 0"

CURVED WALL 8' - 0"

CURVED WALL

12' - 0"

STONE VENEER (TYP.)

T.O. SLAB FIRST FLOOR-SPA 17' - 0" T.O. SLAB FIRST FLOOR-FITNESS 16' - 0"

RAMP BEYOND

42" HIGH GUARDRAIL

STONE PILASTER

4" DIA. PVC DOWNSPOUT

CONCRETE STEPS

ELEVATION

1/8" = 1'-0" 5

A3.12

WALL TILE. SEE SPECIFICATIONS

A3.11

A3.12

1X6 IMBUIA WOOD

A3.11

A3.12

STONE PILASTER

A3.11

WOOD TRELLIS STONE VENEER (TYP.)

PLASTER / PAINT FINISH

T.O. TRELLIS 39' - 0" CORRUGATED METAL ROOF

14' - 7 1/4"

T.O. SLAB SECOND FLOOR-SPA 29' - 0"

17' - 0"

T.O. SLAB FIRST FLOOR-SPA 17' - 0" T.O. SLAB FIRST FLOOR-FITNESS 16' - 0"

12' - 0" T.O.W. 10' - 0"

2' - 0"

STONE VENEER (TYP.)

T.O. SLAB MECH ROOM 8' - 0"

STAIRS BEYOND

CONCRETE STEPS

ELEVATION

1/8" = 1'-0"

A3.12

A3.11

A3.12

ROOF BEYOND

PLASTER / PAINT FINISH SCUPPER ROOF BEYOND

PLASTER / PAINT FINISH

WOOD TRELLIS REV.

12 12

STONE PILASTER

CAP FLASHING

4 4' - 0"

1/8" = 1'-0"

T.O. WALL 33' - 0" T.O. SLAB SECOND FLOOR-SPA 29' - 0"

12' - 0" 5' - 0"

STONE VENEER (TYP.)

ROOF BEYOND

ELEVATION

8' - 0"

T.O. SLAB FIRST FLOOR-SPA 17' - 0"

3' - 0 1/2"

11' - 0"

12' - 0"

8' - 0"

T.O. SLAB SECOND FLOOR-SPA 29' - 0"

OPEN

SUBMISSION

DATE

PLASTER / PAINT FINISH

T.O. SLAB FIRST FLOOR-SPA 17' - 0"

ELEVATION

1/8" = 1'-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:

DATE:

SEAL:

LMO REVIEWED BY:

P STONE VENEER (TYP.)

A3.12

A3.11

A3.12

A3.11

A3.12

PROJECT MGR:

MDH WOOD LOUVERS

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

T.O. TRELLIS 39' - 0"

4' - 0"

PROJECT ID: 050-07-1

T.O. WALL 33' - 0"

OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

T.O. SLAB SECOND FLOOR-SPA 29' - 0"

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

12' - 0"

T.O.W. 22' - 0"

1' - 0"

11' - 0 1/2"

5' - 0"

9' - 2 3/4"

6' - 0"

38' - 2 3/4"

OPEN

RG IN ISLA

POND BAY

1X6 IMBUIA WOOD

PLASTER / PAINT FINISH

THERESA S. ROBERTS 466 - A

PROJECT:

WOOD TRELLIS

. U. S

MDH

RED ARCH E T

CT ITE

DRAWN BY:

REGIS

04.08.08

BUILDING NAME:

ESPA - FITNESS

T.O. SLAB FIRST FLOOR-SPA 17' - 0" T.O. SLAB FIRST FLOOR-FITNESS 16' - 0"

SHEET TITLE:

EXTERIOR ELEVATIONS SHEET NUMBER:

ELEVATION 1/8" = 1'-0"

A3.01

C:\Springline\PondBay\SpaBuilding\ESPA-FITNESS CD\EspaFitnessCD-Luis.rvt 4/8/2008 3:06:01 AM

2' - 0"

PLASTER / PAINT FINISH

AAC ROOF PANEL

1X6 IMBUIA WOOD ON WALL

PLASTER / PAINT FINISH

O SIGNAGE. (N.I.C.)

A3.12

A3.11

CONCRETE WALL CAP

PLASTER / PAINT FINISH

CONCRETE SCUPPER

PLASTER / PAINT FINISH

T.O. TRELLIS 39' - 0"

6' - 0"

3X10 P.T. WOOD

STONE VENEER

T.O. WALL 33' - 0"

6' - 10"

3 A4.13

T.O. SLAB SECOND FLOOR-SPA 29' - 0"

1' - 0"

16' - 0"

CONCRETE WALL CAP 12' - 4"

REV.

8' - 2"

T.O. SLAB FIRST FLOOR-SPA 17' - 0"

SUBMISSION

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

3' - 0"

CONSULTANT:

T.O. SLAB FIRST FLOOR-SPA 17' - 0"

CONCRETE WALL CAP PLASTER / PAINT FINISH

SEAL:

04.08.08

LMO SIGNAGE. (N.I.C.) REVIEWED BY:

PROJECT MGR:

. U. S

MDH

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

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

THERESA S. ROBERTS 466 - A

CT ITE

DRAWN BY:

RED ARCH E T

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:

ESPA - FITNESS SHEET TITLE:

EXTERIOR ELEVATIONS SHEET NUMBER:

A3.02

C:\Springline\PondBay\SpaBuilding\ESPA-FITNESS CD\EspaFitnessCD-Luis.rvt 4/8/2008 3:06:33 AM

AAC ROOF PANEL

DATE:

STONE VENEER

REGIS

1/2"

2' - 4"

PLANTER

DATE

SPRINGLINE ARCHITECTS, L.L.C.

PLASTER / PAINT FINISH 8' - 4"

PLASTER / PAINT FINISH

11' - 0"

2 A4.13

16' - 0"

T.O. SLAB SECOND FLOOR-SPA 29' - 0"

AAC ROOF PANEL

A3.12

A3.11

ROOF BEYOND AAC ROOF PANEL

ROOF BEYOND

A3.12

5 AAC ROOF PANEL

2 A4.03

AAC ROOF PANEL

1 A4.01

A3.11

6" PVC DOWNSPOUT

BEAM. SEE STRUCTURAL DRAWINGS

PLASTER / PAINT FINISH BEAM. SEE STRUCTURAL DRAWINGS 12

PLASTER / PAINT FINISH

T.O. WALL 33' - 0" T.O. SLAB SECOND FLOOR-SPA 29' - 0"

12 4

T.O. WALL 33' - 0"

T.O. SLAB SECOND FLOOR-SPA 29' - 0"

12 4

B.O. BEAM 27' - 0"

42" HIGH GUARDRAIL

3 A4.02

B.O. BEAM 27' - 0"

42" HIGH GUARDRAIL

SLAB ON GRADE. SEE STRUCTURAL DRAWINGS

42" HIGH GUARDRAIL

T.O. SLAB FIRST FLOOR-SPA 17' - 0"

FUTURE POOL (N.I.C.)

STONE VENEER (TYP.)

T.O.W. 10' - 0"

RETAINING WALL. SEE CIVIL / STRUCTURAL DRAWINGS

SLAB ON GRADE. SEE STRUCTURAL DRAWINGS

CONCRETE FOUNDATION. SEE STRUCTURAL DRAWINGS

RETAINING WALL. SEE CIVIL / STRUCTURAL DRAWINGS

SECTION

1/8" = 1'-0"

SECTION 1/8" = 1'-0"

A3.11

AAC ROOF PANEL

K AAC ROOF PANEL

2 A4.01

GARDEN ROOF

BEAM. SEE STRUCTURAL DRAWINGS

CORRUGATED METAL ROOF

2' - 0"

A3.11

A3.12

AAC ROOF PANEL

STONE PILASTER 3

A3.12

A3.11

T.O. WALL 33' - 0"

AAC ROOF PANEL

4 2' - 0"

12 4

2' - 0"

PLASTER / PAINT FINISH 4 12 4

12 0.25

SLAB ON GRADE. SEE STRUCTURAL DRAWINGS

T.O. SLAB SECOND FLOOR-SPA 29' - 0"

4 12

T.O. SLAB SECOND FLOOR-SPA 29' - 0" B.O. BEAM 27' - 0"

B.O. BEAM 27' - 0"

RAMP BEYOND

T.O. SLAB FIRST FLOOR-SPA 17' - 0"

CONCRETE FOUNDATION. SEE STRUCTURAL DRAWINGS

REV.

SECTION 1/8" = 1'-0"

SECTION

1/8" = 1'-0"

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:

PLASTER / PAINT FINISH

AAC FLOOR PANEL

A3.11

SLOPED CURVED WALL BEYOND

A3.11

WOOD TRELLIS

REVIEWED BY: MDH

AAC ROOF PANEL

T.O. WALL 33' - 0" 0.5

T.O. SLAB SECOND FLOOR-SPA 29' - 0"

0.25

PROJECT MGR: MDH

RED ARCH E T

THERESA S. ROBERTS 466 - A

RG IN ISLA

PROJECT:

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

T.O.W. 10' - 0" CONCRETE FOUNDATION. SEE STRUCTURAL DRAWINGS

10' - 0"

T.O. SLAB FIRST FLOOR-SPA 17' - 0" T.O. SLAB FIRST FLOOR-FITNESS 16' - 0" RETAINING WALL. SEE CIVIL / 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 BUILDING NAME:

ESPA - FITNESS SHEET TITLE:

SECTION 1/8" = 1'-0"

BUILDING SECTIONS SHEET NUMBER:

A3.11

C:\Springline\PondBay\SpaBuilding\ESPA-FITNESS CD\EspaFitnessCD-Luis.rvt 4/8/2008 3:06:46 AM

T.O. SLAB FIRST FLOOR-FITNESS 16' - 0" CONCRETE FOUNDATION. SEE STRUCTURAL DRAWINGS

STAIRS BEYOND

20' - 0"

14' - 0"

18' - 0 1/2"

LMO

. U. S

STONE VENEER (TYP.)

04.08.08 DRAWN BY:

T.O. TRELLIS 39' - 0"

1X6 IMBUIA WOOD

7 A4.12

SEAL:

CT ITE

A3.12 1 A4.03

DATE:

A3.12

REGIS

5 A3.11

A3.12 12

12 4

SLAB ON GRADE. SEE STRUCTURAL DRAWINGS

LOCATION OF AC UNIT. SEE MECHANICAL DRAWINGS

SCUPPER

PLASTER / PAINT FINISH

STONE VENEER (TYP.) 12

12 4

CONCRETE STEPS

42" HIGH GUARDRAIL AAC ROOF PANEL

12 4

4' - 0"

24' - 0"

42" HIGH GUARDRAIL

B.O. BEAM 27' - 0"

2 A3.02

SECTION

CONCRETE SILL

6" PVC DOWNSPOUT

WALL TILE. SEE SPECIFICATIONS

SECTION

1/8" = 1'-0"

A3.12

4 A4.02

A3.11

SCUPPER

WOOD TRELLIS

1 A3.02

STONE VENEER (TYP.) BEAM. SEE STRUCTURAL DRAWINGS

T.O. SLAB MECH ROOM 8' - 0"

1/8" = 1'-0"

WOOD TRELLIS

T.O. SLAB FIRST FLOOR-SPA 17' - 0"

AAC ROOF PANEL

T.O. SLAB SECOND FLOOR-SPA 29' - 0"

11' - 0"

18' - 6 1/4" 8' - 4 1/2"

2' - 4 1/2"

STONE VENEER (TYP.)

CONCRETE SILL

T.O. WALL 33' - 0"

A3.11

A3.12

A3.11

A3.12

GARDEN ROOF CORRUGATED METAL ROOF

T.O. TRELLIS 39' - 0"

CONCRETE STEPS

T.O. WALL 33' - 0" 12 4

10' - 4 1/2"

STONE PILASTER

T.O. SLAB FIRST FLOOR-SPA 17' - 0"

2' - 11 3/4"

20' - 0"

T.O. SLAB SECOND FLOOR-SPA 29' - 0" B.O. BEAM 27' - 0"

COLUMN BEYOND

SECTION 1/8" = 1'-0"

4 A3.12

1 A4.02

ELEVATOR SHAFT. VERIFY DIMENSIONS & REQUIREMENTS FROM ELEVATOR MANUFACTURER WOOD TRELLIS

A3.12

A3.11

8 9 A4.12

SLOPED CURVED WALL BEYOND

3 A4.01

GARDEN ROOF

REV.

T.O. TRELLIS 39' - 0" 0.5

16' - 0"

T.O. SLAB SECOND FLOOR-SPA 29' - 0"

6' - 0"

3' - 4"

DATE

SUBMISSION

T.O. WALL 33' - 0"

24' - 6 3/4"

10' - 0"

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

T.O. SLAB FIRST FLOOR-SPA 17' - 0" T.O. SLAB FIRST FLOOR-FITNESS 16' - 0"

CONSULTANT:

T.O. SLAB PIT 13' - 0" SEAL:

A3.11

LMO REVIEWED BY:

A3.12

PROJECT MGR:

MDH AAC ROOF PANEL

2 A4.02

AAC ROOF PANEL WOOD TRELLIS

A3.11

A3.12

A3.11

A3.12

12 4

1' - 0" 10' - 0"

CORRUGATED METAL ROOF

SCUPPER

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

T.O. SLAB SECOND FLOOR-SPA 29' - 0"

PROJECT ID: 050-07-1 OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

11' - 0"

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

4' - 0"

STONE PILASTER

ELEVATOR SHAFT. VERIFY DIMENSIONS & REQUIREMENTS FROM ELEVATOR MANUFACTURER

RG IN ISLA

POND BAY

COLUMN BEYOND

B.O. BEAM 27' - 0" 42" HIGH GUARDRAIL

PROJECT:

T.O. TRELLIS 39' - 0"

AAC FLOOR PANEL

PLASTER / PAINT FINISH

. U. S

MDH 3

THERESA S. ROBERTS 466 - A

ESPA - FITNESS

T.O. SLAB FIRST FLOOR-SPA 17' - 0"

SHEET TITLE:

T.O. SLAB PIT 13' - 0"

BUILDING SECTIONS SHEET NUMBER:

A3.12

SECTION 1/8" = 1'-0"

C:\Springline\PondBay\SpaBuilding\ESPA-FITNESS CD\EspaFitnessCD-Luis.rvt 4/8/2008 3:07:00 AM

1/8" = 1'-0"

DRAWN BY:

CT ITE

SECTION 2

RED ARCH E T

04.08.08

DATE:

REGIS

WOOD TRELLIS

4 A3.12

20' - 0"

STONE PILASTER

2 A3.12

12' - 0"

SIGNAGE (N.I.C.)

AAC FLOOR PANEL

A3.12

PLASTER / PAINT FINISH

AAC FLOOR PANEL

8' - 0"

AAC ROOF PANEL

SCUPPER

3 A4.03

CAP FLASHING. GC TO PROVIDE SUBMITTALS

AAC ROOF PANEL 3 A4.12

6 A4.12

LIQUID APPLIED WATER PROOFING MEMBRANE. SEE SPECIFICATIONS

DRIP EDGE

2' - 8 1/4"

T.O. WALL 33' - 0" 12 GARDEN ROOF

1 A4.14

COLUMN BEYOND 12 4

T.O. SLAB SECOND FLOOR-SPA 29' - 0"

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

PLASTER / PAINT FINISH BEAM BEYOND 1X6 IMBUIA WOOD ON WALL

WOOD LOUVERS

AAC WALL PANEL

STONE VENEER AT COLUMN BEYOND

11' - 0"

T.O.W. 22' - 0"

PLASTER / PAINT FINISH

COLUMN BEYOND

42" HIGH HANDRAIL

PLASTER / PAINT FINISH WHITE RIVER STONE MARBLE TILE CONCRETE RAMP

LIQUID APPLIED WATER PROOFING MEMBRANE. SEE SPECIFICATIONS

8 A4.13

8" SLOPED PERFORATED PIPE

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

T.O. SLAB FIRST FLOOR-SPA 17' - 0"

1' - 3 1/2"

T.O. SLAB FIRST FLOOR-SPA 17' - 0"

CONCRETE RETURN

CONCRETE FOUNDATION. SEE STRUCTURAL DRAWINGS

CONCRETE FOUNDATION. SEE STRUCTURAL DRAWINGS SLOPE TO DRAIN CONCRETE FOUNDATION. SEE STRUCTURAL DRAWINGS

6" GRAVEL (TYP.) 6 MIL POLY VAPOR BARRIER

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

WALL SECTION

1/2" = 1'-0"

AAC ROOF PANEL CAP FLASHING. GC TO PROVIDE SUBMITTALS

BUILT UP ROOF WITH MASONRY FOR SLOPE

REV.

DATE

SUBMISSION

LIQUID APPLIED WATER PROOFING MEMBRANE. SEE SPECIFICATIONS GARDEN ROOF

SPRINGLINE ARCHITECTS, L.L.C.

CAP FLASHING. GC TO PROVIDE SUBMITTALS

PLASTER / PAINT FINISH

T.O. WALL 33' - 0"

PARAPET WALL BEYOND

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

1 A4.12

AAC WALL PANEL

CONSULTANT:

SIGNAGE. (N.I.C.) CORRUGATED METAL ROOF

12 CONCRETE WALL CAP

T.O. SLAB SECOND FLOOR-SPA 29' - 0" 1/4 : 12

12 A4.12 DATE: 04.08.08 DRAWN BY: LMO

BEAM. SEE STRUCTURAL DRAWINGS

5 A4.13

CONCRETE SCUPPER

REVIEWED BY:

PROJECT MGR: MDH

AAC WALL PANEL

THERESA S. ROBERTS 466 - A

RG IN ISLA

PROJECT:

AAC ROOF PANEL

POND BAY

11' - 0"

STONE VENEER

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

42" HIGH HANDRAIL 1" TILE ON WATER PROOFING MEMBRANE. SEE SPECIFICATIONS

PROJECT ID: 050-07-1 OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

3' - 6"

CONCRETE WALL CAP

1/2"

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

T.O. SLAB FIRST FLOOR-SPA 17' - 0"

BUILDING NAME:

ESPA - FITNESS SHEET TITLE:

7 A4.13

WALL SECTIONS

CONCRETE FOUNDATION. SEE STRUCTURAL DRAWINGS

6" GRAVEL (TYP.)

SHEET NUMBER:

A4.01

6" GRAVEL (TYP.) 6 MIL POLY VAPOR BARRIER 6 MIL POLY VAPOR BARRIER

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

C:\Springline\PondBay\SpaBuilding\ESPA-FITNESS CD\EspaFitnessCD-Luis.rvt 4/8/2008 3:07:06 AM

STONE VENEER AT COLUMN BEYOND

. U. S

MDH

25' - 0"

RED ARCH E T

CT ITE

B.O. BEAM 27' - 0"

SEAL:

1' - 0"

T.O. SLAB SECOND FLOOR-SPA 29' - 0"

2 A4.12

REGIS

AAC ROOF PANEL BEAM. SEE STRUCTURAL DRAWINGS

AAC ROOF PANEL

LIQUID APPLIED WATER PROOFING MEMBRANE. SEE SPECIFICATIONS

BEAM BEYOND

3' - 6"

5" LIQUID APPLIED WATER PROOFING MEMBRANE. SEE SPECIFICATIONS AAC ROOF PANEL

2' - 0"

T.O. TRELLIS 39' - 0"

AAC ROOF PANEL

T.O. TRELLIS 39' - 0"

PLASTER / PAINT FINISH

4 A4.12 BEAM. SEE STRUCTURAL DRAWINGS

12' - 8"

PLASTER / PAINT FINISH TO UNDERSIDE OF AAC ROOF PANEL

1' - 11 1/4"

B.O.BEAM 35' - 0"

PLASTER / PAINT FINISH

6' - 0"

LIQUID APPLIED WATER PROOFING MEMBRANE. SEE SPECIFICATIONS

BEAM. SEE STRUCTURAL DRAWINGS

AAC FLOOR PANEL

1' - 0"

T.O. SLAB SECOND FLOOR-SPA 29' - 0"

BEAM. SEE STRUCTURAL DRAWINGS

B.O. BEAM 27' - 0"

T.O. SLAB SECOND FLOOR-SPA 29' - 0" AAC WALL PANEL

2' - 0"

AAC WALL PANEL

B.O. BEAM 27' - 0"

BEAM. SEE STRUCTURAL DRAWINGS WALL TILE. SEE SPECIFICATIONS 6" INTERIOR CLEAR SCHEDULE 80 PVC DOWNSPOUT

BEAM BEYOND

PVC COUPLING AND WALL HANGER. SEE SPECIFICATIONS

10' - 0"

REV.

DATE

SUBMISSION

ELEVATOR SHAFT. VERIFY DIMENSIONS & REQUIREMENTS FROM ELEVATOR FABRICATOR 42" HIGH HANDRAIL

ELEVATOR SHAFT. VERIFY DIMENSIONS & REQUIREMENTS FROM ELEVATOR MANUFACTURER

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 AT COLUMN BEYOND

T.O. SLAB FIRST FLOOR-SPA 17' - 0"

CONSULTANT:

1/2"

SLAB ON GRADE. SEE STRUCTURAL DRAWINGS

STONE VENEER 6 MIL POLY VAPOR BARRIER ELEVATOR PIT

LIQUID APPLIED WATER PROOFING MEMBRANE. SEE SPECIFICATIONS

T.O. SLAB PIT 13' - 0"

04.08.08 DRAWN BY: LMO REVIEWED BY: MDH PROJECT MGR:

8" SLOPED PERFORATED PIPE

CONCRETE FOUNDATION. SEE STRUCTURAL DRAWINGS

. U. S

8" SLOPED PERFORATED PIPE

MDH

RED ARCH E T

THERESA S. ROBERTS 466 - A

CT ITE

GRADE VARIES. TO SLOPE AWAY FROM BUILDING

T.O. SLAB PIT 13' - 0"

SEAL:

DATE:

6" GRAVEL (TYP.)

6 MIL POLY VAPOR BARRIER

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

REGIS

6" GRAVEL (TYP.)

RG IN ISLA

PROJECT:

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

OWNER:

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

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

ESPA - FITNESS SHEET TITLE:

WALL SECTIONS SHEET NUMBER:

A4.02

C:\Springline\PondBay\SpaBuilding\ESPA-FITNESS CD\EspaFitnessCD-Luis.rvt 4/8/2008 3:07:11 AM

PROJECT ID: 050-07-1

PARAPET WALL BEYOND BEAM BEYOND

AAC ROOF PANEL

LIQUID APPLIED WATER PROOFING MEMBRANE. SEE SPECIFICATIONS 12

AAC ROOF PANEL

4 8 1/4"

T.O. TRELLIS 39' - 0" PLASTER / PAINT FINISH

6' - 0"

DRIP EDGE AC DUCT / LINEAR DIFFUSER. SEE MEP DRAWINGS

BEAM. SEE STRUCTURAL DRAWINGS

2' - 0"

PLASTER / PAINT FINISH AAC WALL PANEL B.O.BEAM 34' - 4 3/4" AAC WALL PANEL

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

T.O. WALL 33' - 0"

3' - 0"

T.O. WALL 33' - 0"

1 A4.13

CRICKET BUILT UP

1X6 IMBUIA WOOD ON WALL

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

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

T.O. SLAB SECOND FLOOR-SPA 29' - 0"

SIGNAGE. (N.I.C.)

T.O. SLAB SECOND FLOOR-SPA 29' - 0" 5 A4.12

AAC ROOF PANEL

B.O. BEAM 27' - 0"

8 1/4"

LIQUID APPLIED WATER PROOFING MEMBRANE. SEE SPECIFICATIONS

6" INTERIOR CLEAR SCHEDULE 80 PVC DOWNSPOUT 3' - 0"

AAC ROOF PANEL COLUMN BEYOND

3 A4.14

REV.

DATE

SUBMISSION

PLASTER / PAINT FINISH AAC WALL PANEL

PVC COUPLING AND WALL HANGER. SEE SPECIFICATIONS 8' - 2" 6"

T.O. SLAB FIRST FLOOR-SPA 17' - 0"

1/2"

WHITE RIVER STONE

T.O. SLAB FIRST FLOOR-SPA 17' - 0"

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

3' - 0"

SLAB ON GRADE. SEE STRUCTURAL DRAWINGS

3' - 0"

8' - 2"

SPRINGLINE ARCHITECTS, L.L.C.

CONSULTANT:

T.O. SLAB FIRST FLOOR-SPA 17' - 0"

SLOPE TO CENTER & SLOPE TO DRAIN 6 MIL POLY VAPOR BARRIER

04.08.08

6" GRAVEL (TYP.)

DRAWN BY:

6 MIL POLY VAPOR BARRIER

LMO REVIEWED BY:

PROJECT MGR:

. U. S

MDH

RED ARCH E T

THERESA S. ROBERTS 466 - A

CT ITE

CONCRETE FOUNDATION. SEE STRUCTURAL DRAWINGS

SEAL:

DATE:

CONCRETE FOUNDATION. SEE STRUCTURAL DRAWINGS

REGIS

6" GRAVEL (TYP.)

RG IN ISLA

PROJECT:

1/2" = 1'-0"

WALL SECTION 1/2" = 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:

ESPA - FITNESS SHEET TITLE:

WALL SECTIONS SHEET NUMBER:

A4.03

C:\Springline\PondBay\SpaBuilding\ESPA-FITNESS CD\EspaFitnessCD-Luis.rvt 4/8/2008 3:07:14 AM

WALL SECTION

O 2' - 9"

CONCRETE COLUMN. SEE STRUCTURAL DRAWINGS

1' - 5"

C.I.P. CONCRETE

CONCRETE COLUMN. SEE STRUCTURAL DRAWINGS.

AAC WALL 8"

TILE. SEE SPECIFICATIONS

1' - 6"

2" 8"

1' - 4 1/4"

AAC WALL

1/2" PLASTER. PAINT FINISH

9 3/4"

1/2' PLASTER. PAINT FINISH

AAC WALL 1/2" PLASTER. PAINT FINISH

1' - 0" 1 1/2"

1' - 3"

9 1/2"

1' - 6"

EDGE OF SLAB

1' - 6"

1' - 5 1/2" 3' - 0"

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

COLUMN PLAN DETAIL

1 1/2" = 1'-0"

COLUMN PLAN DETAIL

1 1/2" = 1'-0"

1/2" PLASTER. PAINT FINISH

8" STONE VENEER

1/2" PLASTER. PAINT FINISH

" 1' - 6

1' - 6" CONCRETE COLUMN. SEE STRUCTURAL DRAWINGS

1 1/2"

EDGE OF SLAB

10 5.1 7째

AAC WALL

11 1/2"

1' - 6"

2' - 0"

STONE VENEER

1' - 0"

" 1' - 6

AAC WALL

1/2" PLASTER. PAINT FINISH CONCRETE COLUMN. SEE STRUCTURAL DRAWINGS

1' - 0" AAC WALL

REV.

CONCRETE COLUMN. SEE STRUCTURAL DRAWINGS

DATE

SUBMISSION

EDGE OF SLAB

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

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

COLUMN PLAN DETAIL

1 1/2" = 1'-0"

COLUMN PLAN DETAIL

1 1/2" = 1'-0"

COLUMN PLAN DETAIL

1 1/2" = 1'-0"

CONSULTANT:

P SEAL:

1' - 6"

REVIEWED BY:

1' - 8" 8" CONCRETE COLUMN. SEE STRUCTURAL DRAWINGS

EDGE OF SLAB

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

10" 1' - 6"

1' - 4 1/4"

9 3/4"

1/2" PLASTER. PAINT FINISH

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

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

1 1/2"

11 1/2"

RG IN ISLA

POND BAY

AAC WALL

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

86 .7 2째

1' - 0"

AAC WALL

1/2" PLASTER. PAINT FINISH 2' - 4"

1/2" PLASTER. PAINT FINISH

PROJECT:

8" 3 1/2"

PROJECT MGR: MDH

1' - 0"

BUILDING NAME:

ESPA - FITNESS

CONCRETE COLUMN. SEE STRUCTURAL DRAWINGS 8"

1' - 0"

AAC WALL

SHEET TITLE:

EDGE OF SLAB

PLAN DETAILS

2' - 4"

EDGE OF SLAB

SHEET NUMBER:

A4.11

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

C:\Springline\PondBay\SpaBuilding\ESPA-FITNESS CD\EspaFitnessCD-Luis.rvt 4/8/2008 3:07:18 AM

1' - 0"

. U. S

MDH 1"

THERESA S. ROBERTS 466 - A

LMO

RED ARCH E T

CT ITE

DRAWN BY:

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

REGIS

04.08.08

DATE:

3X10 IMBUIA OR IPE 1X8 P.T. WOOD. OILED FINISH AAC ROOF PANEL. SEE STRUCTURAL DRAWINGS

3X CUTDOWN. OILED FINISH

PLASTER FINISH. SEE SPECIFICATIONS

T.O. COLUMN 38' 2 3/4"

1/2" REGLET 1' 0"

12 4

CAULK AS REQUIRED 1/2"

LIQUID APPLIED WATER PROOFING MEMBRANE. SEE SPECIFICATIONS

FLASHING. PAINT FINISH TO MATCH ROOF

CORRUGATED METAL ROOF 1" DIA. DRIP EDGE

T&G CUT @ SEGMENTS BETWEEN RAFTERS

1/2" PLASTER. PAINT FINISH SEE STRUCTURAL DRAWINGS FOR POST-BASE CONNECTION

PLYWOOD. SEE STRUCTURAL DRAWINGS

2' - 0"

CAULK AS REQUIRED

BEAM. SEE STRUCTURAL DRAWINGS ROOF RAFTER. SEE STRUCTURAL DRAWINGS

1X8 W/ 45º CUT @ TOP. HOLD 1" A.F.F.

8" X 8" X 4" HIGH ROOF CURB W/ WATERPROOFING

STONE VENEER BEYOND

WOOD LEDGER. SEE STRUCTURAL DRAWINGS 1 1/2"

1/2" DIA. DRIP EDGE AAC WALL

AAC FLOOR PANEL WINDOW PER SCHEDULE

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

PARAPET WALL @ FITNESS - SECTION DETAIL

1 1/2" = 1'-0"

AAC ROOF EAVE DETAIL

1 1/2" = 1'-0"

FLASHING @ WALL - SECTION DETAIL

1 1/2" = 1'-0"

CAP FLASHING. GC TO PROVIDE SUBMITTALS CORRUGATED METAL ROOF. METAL ROOF FASTENERS WITH FULL PENETRATION INTO ROOF SHEATHING PER MANUFACTURER'S OR STRUCTURAL SPECIFICATIONS-NO EXPOSED FASTENERS AT UNDERSIDE OF ROOF DECK.

T.O. WALL 33' - 0"

15# FELT PAPER 4X4 POST @ 4'-0" O.C.

2X TOP PLATE

PLYWOOD. SEE STRUCTURAL DRAWINGS

0° 30.0

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

1/2" PLASTER. PAINT FINISH

3X10 IMBUIA OR IPE

T&G. CUT @ SEGMENTS BETWEEN RAFTERS 12 4

1X8 P.T. WOOD. OILED FINISH AAC WALL

3X CUTDOWN. OILED FINISH

A4.12

CONTINUOUS FOAM CLOSURE STRIP (TYP.)

AAC ROOF PANEL. SEE STRUCTURAL DRAWINGS

8 1/4" 1/4 : 12

LIQUID APPLIED WATER PROOFING MEMBRANE. SEE SPECIFICATIONS 7"

90.00 °

COPPER DRIP EDGE

LIQUID APPLIED WATER PROOFING MEMBRANE. SEE SPECIFICATIONS

BUILT UP CANT STRIP

5 1/2"

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

25' - 2" S.S. PLATES W/ THRU BOLTS

2' - 0"

6" 3' - 0"

ACC ROOF PANEL

REV.

DATE

SUBMISSION

2X WOOD FASCIA. PAINT FINISH

8X8 WOOD POST W/ ROUTERED CORNERS

T.O. SLAB SECOND FLOOR-SPA 29' - 0"

CAULK

1/2" PLASTER. PAINT FINISH

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

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

TOP PLATE. SEE STRUCTUAL DRAWINGS

BEAM. SEE STRUCTUAL DRAWINGS

1 1/2" = 1'-0"

EAVE DETAIL @ GALLERY

1 1/2" = 1'-0"

AAC ROOF PANEL. SEE STRUCTURAL DRAWINGS

T.O. WALL 33' - 0"

2 1' -

2X TOP PLATE

T.O. WALL 33' - 0"

CONSULTANT:

LIQUID APPLIED WATER PROOFING MEMBRANE. SEE SPECIFICATIONS

CAP FLASHING. GC TO PROVIDE SUBMITTALS

AAC WALL

AAC ROOF SECTION DETAIL

DATE:

SEAL:

CAULK AS REQUIRED

REVIEWED BY: MDH

10"

PROJECT MGR: MDH

1" DIA. DRIP EDGE

AAC WALL PANEL

. U. S

PLASTER FINISH TO COLUMN BEYOND

1/2" PLASTER. PAINT FINISH

LMO

RED ARCH E T

THERESA S. ROBERTS 466 - A

CT ITE

DRAWN BY:

2X TOP PLATE

REGIS

04.08.08

1/2" REGLET

1 1/2" = 1'-0"

PARAPET WALL - SECTION DETAIL

TERRACE COLUMN SECTION DETAIL

RG IN ISLA

FLASHING PROJECT:

T.O. SLAB SECOND FLOOR-SPA 29' - 0"

POND BAY

1X6 IMBUIA WOOD ON WALL

COLUMN BEYOND

8" SOIL

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

4" 6 1/

CANT STRIP

2' -

1/2" PLASTER. PAINT FINISH

AAC WALL

PROJECT ID: 050-07-1

LIQUID APPLIED WATER PROOFING MEMBRANE. SEE SPECIFICATIONS

OWNER:

2" GRAVEL

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

6 MIL POLY VAPOR BARRIER

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

12 BUILT UP CANT STRIP

3" MAX

T.O. SLAB SECOND FLOOR-SPA 29' - 0"

ESPA - FITNESS

TURNED UP AAC PANEL

SHEET TITLE:

T.O. SLAB SECOND FLOOR-SPA 29' - 0"

2' -

B.O. BEAM 27' - 0"

BUILDING NAME: 1' -

1/4" SLOPE

BUILT UP CANT STRIP

AAC ROOF PANEL

HOLE IN AAC ROOF PANEL. SEE ROOF PLAN FOR LOCATIONS

TILE

ARCHITECTURAL DETAILS SHEET NUMBER:

PROVIDE WATER PROOFING TILE UNDERLAYMENT IN ALL ROOF PUBLIC AREAS. SEE SPECIFICATIONS

BEAM. SEE STRUCTURAL DRAWINGS

FLASHING DETAIL 1 1/2" = 1'-0"

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

A4.12

AAC ROOF PANEL 1/2" PLASTER. PAINT FINISH

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

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

C:\Springline\PondBay\SpaBuilding\ESPA-FITNESS CD\EspaFitnessCD-Luis.rvt 4/8/2008 3:07:23 AM

CAULK AS REQUIRED

N O

HANDRAIL. SEE DETAIL

LIQUID APPLIED WATERPROOFING MEMBRANE. SEE SPECIFICATIONS 4" CORE DRILL HOLE FOR D.S. INSTAL AAC WALL

CONCRETE SCUPPER

OPEN

T.O. SLAB FIRST FLOOR-SPA 17' - 0"

T.O. WALL 33' - 0" EPOXY

SLOPE

1/4"

12X12 S.S. GRATE FLUSH WITH BOTTOM OF SWALE

1/2" PLASTER. PAINT FINISH

1' - 0"

1/2"

SIGNAGE (N.I.C.)

CLEAR PCV D.S.

COLECTOR PIPE. SEE MEP DRAWINGS

CONCRETE WALL CAP BEYOND

DRAIN @ WALKWAY - SECTION DETAIL

3" = 1'-0"

AAC ROOF @ DOWNSPOUT - SECTION DETAIL

1' - 2"

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

1 1/2" = 1'-0"

OVERFLOW SCUPPER ELEVATION

T.O. SLAB SECOND FLOOR-SPA 29' - 0" 10"

CONCRETE WELL/ SPILLOVER

1" 1"

CONCRETE WALL CAP

TILE SHALL BE FLUSH WITH CONCRETE WALL CAP 4"

AAC WALL LIQUID APPLIED WATERPROOFING MEMBRANE. SEE SPECIFICATIONS

TURN DOWN CONCRETE SLAB. SEE STRUCTURAL DRAWINGS

1"2 1/2"

A4.13

7 1/2" 1/2" PLASTER. PAINT FINISH

CONCRETE WALL CAP 1/2" DRIP EDGE

MARBLE TILE FLOOR

3' - 0"

T.O. TOP SOIL 3"

STONE VENEER BEYOND

SEE LANDSCAPE DRAWINGS FOR TOP SOIL DEPTH

WATER SUPPLY. SEE MEP DRAWINGS

2" 1"1"

6" GRAVEL

28' - 0"

STONE VENEER

REV.

DATE

SUBMISSION

2' - 0"

UNDISTURBED SOIL

1" TILE ON WATER PROOFING MEMBRANE. SEE SPECIFICATIONS

OPENING IN AAC WALL

SPRINGLINE ARCHITECTS, L.L.C.

1 1/2" = 1'-0"

DATE:

SEAL:

LMO REVIEWED BY:

CONCRETE WALL CAP

PROJECT MGR: MDH

T.O. SLAB SECOND FLOOR-SPA 29' - 0"

2" MAX

WHITE RIVER STONE

CONCRETE SCUPPER

T.O. SLAB SECOND FLOOR-SPA 29' - 0"

STONE VENNER

LIQUID APPLIED WATERPROOFING MEMBRANE. SEE SPECIFICATIONS

GEOTEXTILE MAT .

SLOPE

. 1/4 : 12

RG IN ISLA

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

1' - 6"

10"

THERESA S. ROBERTS 466 - A

PROJECT:

1/4"

T.O. SLAB FIRST FLOOR-SPA 17' - 0"

MDH

2' - 0"

. U. S

TILE FLOOR

RED ARCH E T

CT ITE

DRAWN BY: CONCRETE WALL CAP BEYOND

AAC WALL

REGIS

04.08.08

PROJECT ID: 050-07-1

OWNER: GRAVEL

SLOPE TOWARDS GRATE

27' - 10"

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

BUILDING NAME: 1/2" DRIP EDGE

6" GRAVEL

B.O. BEAM 27' - 0"

ESPA - FITNESS SHEET TITLE:

COMPACTED FILL

STONE VENEER BEYOND

CONCRETE SCUPPER

ARCHITECTURAL DETAILS SHEET NUMBER:

A4.13

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

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

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

C:\Springline\PondBay\SpaBuilding\ESPA-FITNESS CD\EspaFitnessCD-Luis.rvt 4/8/2008 3:07:46 AM

CONSULTANT:

1 1/2" = 1'-0"

WATER FEATURE - ELEVATION

WATER FEATURE - SECTION DETAIL

2 1/4"

1 1/2" = 1'-0"

LOW WALL @ FOUNTAIN - SECTION DETAIL

SLAB SECTION DETAIL

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

STONE VENEER

1/2"

T.O. SLAB FIRST FLOOR-SPA 17' - 0"

1/2"

1' - 8"

LIQUID APPLIED WATERPROOFING MEMBRANE. SEE SPECIFICATIONS

AAC ROOF PANEL

FLASHING

T.O. WALL 33' - 0" 3"

DRIP EDGE

1/2" PLASTER. PAINT FINISH

4' 90. 00째

10"

STONE VENEER AT COLUMN BEYOND

1 1/2"

1' -

3/4"

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

2 A4.14

1X4 SCREWED INTO FRAME WITH S.S. SCREWS (TYP.) 5' 0"

TRIM

REV.

3' - 0"

DATE

SUBMISSION

(2) 3X6 W/ INSIDE PIECE CUT FOR LOUVER FRAME. USE (3) 3X6 @ CENTER SUPPORTS WITH EDGES CUT FOR LOUVER FRAME

SPRINGLINE ARCHITECTS, L.L.C. 2 1/2" OIL FINISH TO ALL WOOD COMPONENTS. (TYP.)

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

1' - 8 1/4" 18' - 8 1/2"

1 1/2" = 1'-0"

CONSULTANT:

1 DATE:

SEAL:

LMO REVIEWED BY:

PROJECT MGR:

. U. S

MDH

RED ARCH E T

THERESA S. ROBERTS 466 - A

CT ITE

DRAWN BY:

REGIS

04.08.08

1 1/2" = 1'-0"

WALKWAY LOUVER SECTION DETAIL

SECTION DETAIL @ ESPA ENTRY

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

STONE VENEER AT COLUMN (TYP.)

OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC 5 1/2"

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

ESPA - FITNESS

5" 7 1/2"

5" SHEET TITLE: (3) 3X6 W/ EDGES CUT FOR LOUVER FRAME

ARCHITECTURAL DETAILS SHEET NUMBER:

A4.14

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

C:\Springline\PondBay\SpaBuilding\ESPA-FITNESS CD\EspaFitnessCD-Luis.rvt 4/8/2008 3:07:49 AM

PROJECT ID: 050-07-1 1X4 LOUVER FRAME BEYOND

HOLLOW METAL HOLLOW METAL HOLLOW METAL SOLID CORE MDF INTERIOR HOLLOW METAL GLASS DOUBLE DOOR WITH SIDE LIGHTS GLASS DOUBLE DOOR WITH SIDE LIGHTS GLASS DOUBLE DOOR WITH SIDE LIGHTS HOLLOW METAL HOLLOW METAL SOLID CORE MDF INTERIOR SOLID CORE MDF INTERIOR SOLID CORE MDF INTERIOR HOLLOW METAL SOLID CORE MDF INTERIOR SOLID CORE MDF INTERIOR SOLID CORE MDF INTERIOR SOLID CORE MDF INTERIOR GLASS DOUBLE DOOR WITH SIDE LIGHTS GLASS DOUBLE DOOR WITH SIDE LIGHTS SOLID CORE MDF INTERIOR SOLID CORE MDF INTERIOR HOLLOW METAL HOLLOW METAL GLASS DOOR WITH SIDE LIGHT HOLLOW METAL HOLLOW METAL HOLLOW METAL GLASS DOOR WITH SIDE LIGHT GLASS DOUBLE DOOR WITH SIDE LIGHTS SOLID CORE MDF INTERIOR HOLLOW METAL HOLLOW METAL GLASS DOUBLE DOOR WITH SIDE LIGHTS SOLID CORE MDF INTERIOR HOLLOW METAL HOLLOW METAL HOLLOW METAL GLASS DOOR WITH SIDE LIGHT HOLLOW METAL HOLLOW METAL HOLLOW METAL SOLID CORE MDF INTERIOR HOLLOW METAL SOLID CORE MDF INTERIOR HOLLOW METAL SOLID CORE MDF INTERIOR HOLLOW METAL SOLID CORE MDF INTERIOR HOLLOW METAL SOLID CORE MDF INTERIOR HOLLOW METAL SOLID CORE MDF INTERIOR HOLLOW METAL SOLID CORE MDF INTERIOR HOLLOW METAL SOLID CORE MDF INTERIOR HOLLOW METAL SOLID CORE MDF INTERIOR HOLLOW METAL SOLID CORE MDF INTERIOR

MECHANICAL ROOM FITNESS PUMP ROOM UNISEX FITNESS

KITCHEN HALLWAY ELECT HALLWAY MECH COURTYARD HALLWAY MEN WOMEN STAFF RELAX RECEPTION RECEPTION RESERVATIONS LAUNDRY / LINEN LAUNDRY / LINEN CHANGING HEAT RELAX

CHANGING POOL PLANT MECH HEAT HEAT CHANGING HEAT RELAX

SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS SEE SPECS

METAL METAL METAL WOOD METAL WOOD WOOD WOOD METAL METAL WOOD WOOD WOOD METAL WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD METAL METAL WOOD METAL METAL METAL WOOD WOOD WOOD METAL METAL WOOD WOOD METAL METAL METAL WOOD METAL METAL METAL WOOD METAL WOOD METAL WOOD METAL WOOD METAL WOOD METAL WOOD METAL WOOD METAL WOOD METAL WOOD METAL WOOD

TRESH

NOTES

IMPACT RESISTANT ASSEMBLY IMPACT RESISTANT ASSEMBLY IMPACT RESISTANT ASSEMBLY

IMPACT RESISTANT ASSEMBLY IMPACT RESISTANT ASSEMBLY

IMPACT RESISTANT ASSEMBLY

DOOR SCHEDULE

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:

WOOD PANEL

DATE:

SEAL:

04.08.08

LMO REVIEWED BY:

PROJECT MGR:

. U. S

MDH

THERESA S. ROBERTS 466 - A

CT ITE

DRAWN BY:

RED ARCH E T

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:

ESPA - FITNESS

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

SHEET TITLE:

DOOR SCHEDULE SHEET NUMBER:

A5.01

C:\Springline\PondBay\SpaBuilding\ESPA-FITNESS CD\EspaFitnessCD-Luis.rvt 4/8/2008 3:07:50 AM

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

JAMB

8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 7' - 9 1/2" 7' - 9 1/2" 7' - 9 1/2" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 7' - 9 1/2" 7' - 11 1/2" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 7' - 9 1/2" 8' - 0" 8' - 0" 8' - 0" 7' - 10 3/4" 7' - 10 3/4" 8' - 0" 8' - 0" 8' - 0" 7' - 10 3/4" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 7' - 10 3/4" 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"

HEAD

3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 5' - 9 1/2" 6'-0" 5' - 9 1/2" 5' - 9 1/2" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 5' - 7" 5' - 9 1/2" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 2' - 9 1/2" 3' - 0" 3' - 0" 3' - 0" 2' - 8 1/4" 5' - 1" 3' - 0" 4' - 0" 6' - 0" 5' - 1" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 2' - 8 1/4" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0"

FRAME

REGIS

B B B A B G G G B B A A A B A A A A G G A A B B F B B B F G A B C G A B B B F B B B A B A B A B A B A B A B A B A B A B A

LOCATION

001 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160

DESCRIPTION

6' - 8"

THICKNESS

10"

HEIGHT

8' - 0"

WIDTH

8' - 0"

Type Mark

8' - 0"

DOOR #

DOOR SCHEDULE MANUFACTURER

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:

REVIEWED BY:

PROJECT MGR:

. U. S

MDH

THERESA S. ROBERTS 466 - A

LMO

RED ARCH E T

CT ITE

DRAWN BY:

REGIS

04.08.08

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

OWNER:

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

ESPA - FITNESS SHEET TITLE:

WINDOW SCHEDULE SHEET NUMBER:

A5.02

C:\Springline\PondBay\SpaBuilding\ESPA-FITNESS CD\EspaFitnessCD-Luis.rvt 4/8/2008 3:07:51 AM

PROJECT ID: 050-07-1

9' - 3 3/4" 7' - 5 3/4"

1' - 10"

2' - 0"

6' - 0"

A7.01

UP 3

T.O. WALL 33' - 0"

2' - 10"

T= 11" R= 6 7/8"

3' - 8"

T.O. SLAB SECOND FLOOR-SPA 29' - 0"

2' - 10"

6' - 8"

27' - 4"

1 A7.03

A7.01

2' - 10"

9 10

T.O. SLAB FIRST FLOOR-SPA 17' - 0"

12 13

11' - 0"

1' - 8 1/4"

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

17 18 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

4 A7.01

ENLARGED MAIN STAIRS PLAN DETAIL 1/2" = 1'-0"

CONSULTANT:

T.O. SLAB SECOND FLOOR-SPA 29' - 0"

REVIEWED BY:

STONE VENEER (TYP.)

STAIRS BEYOND

MDH

2' - 10"

3' - 6"

PROJECT MGR:

. U. S

MDH

THERESA S. ROBERTS 466 - A

LMO

RED ARCH E T

CT ITE

DRAWN BY:

2 A7.03

REGIS

04.08.08

4 A7.03

CONCRETE WALL CAP

SEAL:

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

OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

T.O. SLAB FIRST FLOOR-SPA 17' - 0"

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

T.O. SLAB FIRST FLOOR-SPA 17' - 0"

BUILDING NAME:

ESPA - FITNESS

T.O. SLAB FIRST FLOOR-SPA 17' - 0"

ENLARGED MAIN STAIR ELEVATION 1/2" = 1'-0"

SHEET TITLE:

ENLARGED STAIR PLAN / SECTION

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

SHEET NUMBER:

A7.01

C:\Springline\PondBay\SpaBuilding\ESPA-FITNESS CD\EspaFitnessCD-Luis.rvt 4/8/2008 3:08:05 AM

PROJECT ID: 050-07-1

1 A7.03

AAC WALL BEYOND

2' - 10"

4' - 6 1/2"

MARBLE TILE

MIN

CONCRETE WALL CAP

1 1/2" THICK MARBLE BULLNOSE TREAD EDGE (RECESS SLAB TO ACCOMMODATE TILE)

1' - 6" 1' - 4"

1 1/2" TYP. MARBLE TILE AT RISERS (TYP.) 1"

AAC WALL PANEL

STONE VENEER

11"

CONCRETE WALL CAP @ STAIRS - SECTION DETAIL 3" = 1'-0"

MAIN STAIRS TREAD SECTION DETAIL

3" = 1'-0"

2X4 IMBUIA TOP RAIL 5 A7.03

1x3 IMBUIA HANDRAIL W/ COUNTER SUNK S.S. SCREW. PLUG SAND TO MATCH

1 1/2" S.S. TUBE

1 1/2"

1/2"

3' - 6"

CABLE RAIL. 3" O.C. @ HANDRAILS, 9" O.C. @ GUARDRAILS (TYP.)

2" X 2" S.S. TOP RAIL

REV.

DATE

SUBMISSION

SEE STRUCTURAL DRAWINGS FOR CONNECTION DETAILS

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

HANDRAIL SECTION DETAIL 1 1/2" = 1'-0"

HANDRAIL SECTION DETAIL @ WALL

6" = 1'-0"

CONSULTANT:

1/2" RADIUS NOSING

SEAL:

REVIEWED BY: R2

MDH

" 1/2

PROJECT MGR: MDH

12"

3 1/2"

RG IN ISLA

PROJECT: 1 1/2"

POND BAY PARCELS 126, 272, 488D, 488E, 488F ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER ST JOHN, US VIRGIN ISLANDS 1"

PROJECT ID: 050-07-1 OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

1 1/2" S.S. TOP RAIL

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

1 1/2" S.S. POST

BUILDING NAME:

ESPA - FITNESS SHEET TITLE:

STAIR / RAMP DETAILS SHEET NUMBER:

A7.03

HANDRAIL ENLARGED SECTION DETAIL 6" = 1'-0"

EXTERIOR STAIRS TREAD SECTION DETAIL 3" = 1'-0"

C:\Springline\PondBay\SpaBuilding\ESPA-FITNESS CD\EspaFitnessCD-Luis.rvt 4/8/2008 3:08:07 AM

1 1/2"

3/4"

2x4 IMBUIA TOP RAIL

S.S. COUNTERSUNK SCREW

. U. S

1 1/4" 1"

THERESA S. ROBERTS 466 - A

LMO

RED ARCH E T

CT ITE

DRAWN BY: (3) 1/4" X 1/4" MIN. GROOVES CUT FOR NON SLIP

REGIS

04.08.08

DATE:

HALL FIXTURE LOCATION RIGHT HAND AS SHOWN LEFT HAND OPPOSITE

5'-8" MIN CAR INSIDE 1727 6'-4" D.B.G. 1930 7'-4" CLEAR HOISTWAY & PIT (1 ELEV.) 2235

1/2" 13 3 1/2" 89 2 1/2" 64

MACHINE ROOM IS LOCATED

NOTE A: IF A FALL HAZARD EXISTS, INCREASE DIM BY 1"/25. WITH A 9'-7" CAB INCREASE DIM BY 1'-7"/483

COORDINATED WITH OTIS TO AVOID

3'-0" CL OPNG 914

1/2" 13

4'-8" ROUGH OPNG 1422 (NOTE #6)

2'-7 1/2" 800

FOR EACH CAR (ADDED EQUALLY TO

MAXIMUM BRACKET SPACING

EACH SIDE OF CLEAR HOISTWAY). HALL BUTTON

NOTE E: HOISTWAY FACIA IS NOT SELF-SUPPORTING

1'-1 1/2" 343

FOR LONG, CONTINUOUS RUNS VOID OF ENTRANCES.

ADEQUATE SUPPORT FOR

3 1/2" 89

THE FACIA MUST BE PROVIDED BY OTHERS.

LOCAL CODE.

NOTE A: IF A FALL HAZARD EXISTS, INCREASE DIM BY 1"/25. WITH A 9'-7" CAB INCREASE DIM BY 1'-7"/483

CONSULT YOUR OTIS

REPRESENTATIVE.

3'-0" CL OPNG 914 4'-8" ROUGH OPNG 1422 (NOTE #6)

3'-11" 1194 3'-8 1/2" 1130 2'-10 1/2" 876

LEFT HAND OPENING SEISMIC ZONE

(NOT BY OTIS). LOCATION TO BE

COORDINATED WITH OTIS TO AVOID ELEVATOR COMPONENTS AND ACCESS

AREA. NOTE E:

MAXIMUM BRACKET SPACING

HOISTWAY FACIA IS NOT SELF-SUPPORTING FOR LONG, CONTINUOUS RUNS VOID OF ENTRANCES.

ADEQUATE SUPPORT FOR

NOTE F: MACHINE ROOM SIZE MAY VARY WITH LOCAL CODE.

SEISMIC ZONE R1 R2 MAXIMUM BRACKET SPACING

ZONE 0 OR 1 124# 551 N 47# 209 N

ZONE ZONE 2 3 OR ABOVE 762# 1524# 3389 N 6778 N 762# 381# 3389 N 1694 N

REVISIONS

ADDED 3 STAGE. REARRANGED VIEWS.

(CA16A-007115)AH/ML (CA16A-007435)AH/ML

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

ZONE ZONE 2 3 OR ABOVE 772# 1544# 3434 N 6868 N 772# 386# 1717 N 3434 N

CONSULTANT:

14'-0'' 4267mm

DATE:

APPROVAL THIS ARRANGEMENT AND SUPPLEMENTARY NOTES APPROVED

DRAWN BY: MBM REVIEWED BY: MDH PROJECT MGR: JNS

UNITED TECHNOLOGIES OTIS ELEVATOR

DATE

HOISTWAY SIZE GUARANTEED PLUMB WITHIN 1" /25mm BUT NOT LESS THAN FIGURES SHOWN

LVM 2000T

DATE

SEISMIC ZONE

PROJECT ID: 050-07-1

OWNER

OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

SALES NO.

DWG. NO. AAA28010DQ

RG IN ISLA

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

ARCHT. SIGNED

THERESA S. ROBERTS 466 - A

POND BAY

CONT. WITH

GUARANTEE

14'-0'' 4267mm

LOCATION

RED ARCH E T

PROJECT:

BUILDING SIGNED

SEAL:

04.08.08

Passenger Model 2000 lbs. @ 100 / 125 F.P.M. 907 kg @ 0,50 / 0,64 m/s Simplex Collective

HYDRAULIC PIPE TO COMFORM TO ASTM A106, GRADE B, SEAMLESS. DIMENSIONAL DATA ON LAYOUT COMPLIES WITH ASME A17.1 AND/OR LOCAL CODE. 03-18-04 07-28-04

SPRINGLINE ARCHITECTS, L.L.C.

. U. S

2 STAGE RAIL FORCE & BRACKET DETAIL

SUBMISSION

CT ITE

ZONE 0 OR 1 124# 551 N 47# 209 N

DATE

3 STAGE HYDRAULIC

CONSULT YOUR OTIS

REPRESENTATIVE.

REV.

LVM 2000T

THE FACIA MUST BE PROVIDED BY OTHERS.

14'-0'' 4267mm

3 STAGE RAIL FORCE & BRACKET DETAIL

SUMP OR DRAIN REQUIRED IN PIT

LEFT HAND OPENING

ZONE 3 OR ABOVE 78# 347 N 39# 173 N

NOTE C:

(CUTOUT = 26"W x 2.5"D x (PIT DEPTH + 48")H). CONSULT YOUR LOCAL OTIS REPRESENTATIVE TO CONFIRM YOUR SPECIFIC REQUIREMENTS AND LADDER LOCATION.

ZONE 2 59# 262 N 30# 133 N

NOTE B: REQUIRED FOR ONTARIO.

NOTE G:

ZONE 0 OR 1 39# 173 N 20# 89 N

C.O.P.

OR PROVIDE CUTOUT FOR PIT LADDER:

10 1/2" 267

CYLINDER FOLLOWER RAILS RAIL FORCE & BRACKET DETAIL

C L BUFFER

FOR SEISMIC ZONES 2 AND GREATER,

SEISMIC ZONE

IN AREAS REQUIRING COMPLIANCE TO ASME A17.1a-2002 INCREASE HOISTWAY & PIT WIDTH BY 2.5" EACH SIDE (5" OVERALL) 3'-8" 1118 3'-5 1/2" 1054

ELEVATOR COMPONENTS AND ACCESS

MACHINE ROOM SIZE MAY VARY WITH

HALL BUTTON

ENLARGED RAIL DETAIL - TYP

PLAN VIEW WITH RIGHT HAND OPENING

SEE MACHINE ROOM LAYOUT PAGE IN OASIS.

NOTE F:

C.O.P.

5 1/2" 140

32'-4" CL. HSTWY. & PIT (4 ELEVS.) 9855

(NOT BY OTIS). LOCATION TO BE

INCREASE HOISTWAY WIDTH BY 2"/51

C L BUFFER

4 1/2"

24'-2" CL. HSTWY. & PIT (3 ELEVS.) 7366

DOOR SIZE IS 3'-0" / 914 X 7'-0" / 2134

SUMP OR DRAIN REQUIRED IN PIT

3 1/2" 89

16'-0" CL. HSTWY. & PIT (2 ELEVS.) 4877

FOR MULTI-CAR GROUP MACHINE ROOM SIZES,

22'-8" CL. HSTWY. & PIT (3 ELEVS.) 6909

SEE NOTE G

7'-10" CLEAR HOISTWAY & PIT (1 ELEV.) 2388

5'-9" / 1753 X 7'-4" / 2236

NOTE C:

AREA. NOTE D:

PLAN VIEW WITH RIGHT HAND OPENING

5 1/2" 140

@ LEFT SIDE @ REAR @ RIGHT SIDE HOISTWAY

MINIMUM CLEAR MACHINE ROOM DIMENSIONS:

NOTE B: REQUIRED FOR ONTARIO.

15'-0" CL. HSTWY. & PIT (2 ELEVS.) 4572

30'-4" CL. HSTWY. & PIT (4 ELEVS.) 9246

3 1/2" 89

FOLLOWER RAILS

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830

SHEETS 2 SHEET 2

BUILDING NAME:

ESPA - FITNESS SHEET TITLE:

ELEVATOR SPECIFICATIONS SHEET NUMBER:

A7.11

ELEVATOR SPECIFICATIONS

C:\Springline\PondBay\SpaBuilding\ESPA-FITNESS CD\EspaFitnessCD-Luis.rvt 4/8/2008 3:08:08 AM

10 1/2" 267

5'-8" MIN CAR INSIDE 1727 6'-4" D.B.G. 1930

3 1/2" 89

5'-9" CL HOISTWAY & PIT 1753

1'-1" 330

WITH 7'-0" / 2134 OPENING).

1'-1 1/2" 343

2 1/2" 64

HALL LANTERN (TYPICAL LOCATION

HALL BUTTON

3'-5 1/2" 3'-0" CL OPNG 914 1054 2'-7 1/2" 4'-8" ROUGH OPNG 800 1422 (NOTE #6)

3'-0" CL OPNG 3'-8 1/2" 914 1130 2'-10 1/2" 4'-8" ROUGH OPNG 876 1422 (NOTE #6)

REGIS

3'-8" 1118

3'-11" 1194

2. OPTIONAL HALL POSITION INDICATOR OR

ADJACENT TO HOISTWAY ADJACENT TO HOISTWAY ADJACENT TO HOISTWAY REMOTE DISTANCE FROM MACHINE ROOM LEVEL

LADDER & LIGHT SWITCH IN PIT HALL (NOT BY OTIS) BUTTON (NOTE 10, 13 & G)

C L BUFFER

1. HALL BUTTON AT ALL FLOORS

LADDER & LIGHT SWITCH IN PIT (NOT BY OTIS) (NOTE 10, 13 & G)

C L BUFFER

3 1/2" 89

4'-3" MIN CAR INSIDE 1295

6" 153

C.O.P.

3'-3/8" 924

L2 L4

L1 L3

C L CAR RAILS & INSERTS

C L PLUNGER

CUTOUTS (NOTE #20)

7 1/16"

C.O.P.

11 7/8"

C L

5'-9" CL HOISTWAY & PIT 1753

8" 203

4'-3" MIN CAR INSIDE 1295

INDICATE NORTH FOR HOISTWAY AND MACHINE ROOM PLAN.

1'-1" 330

DIRECTIONAL ARROW

L2 L4

L1 L3

C L

Passenger Model 2000 lbs. @ 100 / 125 F.P.M. 907 kg @ 0,50 / 0,64 m/s Simplex Collective

3'-3/8" 924

5 1/2" C L CAR RAILS & INSERTS

3'-6" 1066 6'-10 3/8" 2092

2 STAGE HYDRAULIC

CUTOUTS (NOTE #20)

6" 153

LVM 2000T

C L PLUNGER

C L

SEE ENLARGED RAIL DETAIL

2" 51

LVM 2000T

TOP FLR.

TOTAL CLEAR HEIGHT INCLUDING BEAM (NOTE A) (SEE PIT/OVERHEAD REQUIREMENTS)

J (TOTAL CLEAR HEIGHT UNDER SAFETY BEAM) (NOTE A) (SEE PIT/OVERHEAD REQUIREMENTS)

R.O. = CL. OPNG. + 10" (NOTE #6) 254

FOLLOWER RAILS

FLOOR NO.

FLOOR HEIGHT

C L

14. PIT FLOOR BENEATH CYLINDERS AND BUFFER TO BE FLAT AND LEVEL WITHIN 1/8" (3mm) FULL WIDTH OF HOISTWAY. 15. ELEVATOR CAB FLOORING MUST NOT EXCEED A THICKNESS OF 5/16" (8mm). 16. ONE (1) DEDICATED OUTSIDE TELEPHONE LINE TO THE ELEVATOR MACHINE ROOM MUST BE FURNISHED. TELEPHONE CONNECTIONS TO EACH CONTROLLER. TELEPHONE INSTRUMENT BY OTHERS.

PIT/OVERHEAD REQUIREMENTS - 3 STAGE

Model 3 Stage Hydraulic 2000 lbs. @ 100 / 125 F.P.M. 907 kg @ 0,50 / 0,64 m/s Simplex Collective

SECTIONAL ELEVATION - 3 STAGE

SILL ASSEMBLY (BY OTIS) GROUTING IF REQ'D. (BY OTHERS) FINISH FLOOR

01-29-02

03-18-02

FRONT WALL LINE 5" DOOR SPACE 127

DETAIL "A"

ADEQUATE SUPPORT AT ALL FASTENING POINTS OF ENTRANCE ASSEMBLY REQUIRED. (NOT BY OTIS)

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

CONSULTANT:

19. IF SPRINKLERS ARE INSTALLED IN THE HOISTWAY, MACHINE ROOM, OR MACHINERY SPACES, THE LOCAL CODE MAY REQUIRE A MEANS TO AUTOMATICALLY DISCONNECT THE MAIN POWER SUPPLY OF THE AFFECTED ELEVATOR PRIOR TO THE APPLICATION OF WATER (CONFIRM WITH THE LOCAL CODE OFFICIAL). SMOKE DETECTORS SHALL NOT BE USED TO ACTIVATE SPRINKLERS IN HOISTWAYS, MACHINE ROOMS OR MACHINERY SPACES OR TO DISCONNECT THE MAIN LINE POWER SUPPLY.

DATE:

SEAL:

04.08.08 DRAWN BY:

10-01-02

01-20-03 02-20-03 08-27-03 12-03-03 03-18-04 07-28-04

REVISIONS

NEW DRAWING

REVISED NOTES 13 & 19.

(PCAN4928)AH/ML

(PCAN5003)AH/ML

REVISED NOTE 13; ADDED LADDER CUTOUT & NOTE G; LOCATING DIM FOR LADDER WAS 10"/254. (PCAN5196)AH/QH ADDED CLEARANCE HEIGHT @ PLUNGER. (PCAN5218)AH/ML ADDED FORMULA TO TABLE. (PCAN5218-01)AH/ML ADDED 6', 7' & 7'-6 DATA TO PIT/OVERHEAD TABLE. (PCAN5616)AH/ML NOTE A, 1"/25 WAS 5"/127. (PCAN5695)AH/ML ADDED 3 STAGE; SEE SHT 2. (CA16A-007115)AH/ML REARRANGED VIEWS; SEE SHT 2. (CA16A-007435)AH/ML

APPROVAL THIS ARRANGEMENT AND SUPPLEMENTARY NOTES APPROVED

REVIEWED BY: MDH PROJECT MGR: JNS

UNITED TECHNOLOGIES OTIS ELEVATOR

SIGNED

DATE

LOCATION

HOISTWAY SIZE GUARANTEED PLUMB WITHIN 1" /25mm BUT NOT LESS THAN FIGURES SHOWN

SEISMIC ZONE

PROJECT ID: 050-07-1 OWNER:

OWNER

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

SALES NO.

DWG. NO. AAA28010DQ

RG IN ISLA

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

ARCHT. DATE

THERESA S. ROBERTS 466 - A

POND BAY

CONT. WITH

GUARANTEE

RED ARCH E T

PROJECT:

BUILDING

SIGNED

LVM 2000T

20. TWO (2) 6" X 6" (152mm x 152mm) CUTOUTS ARE REQUIRED (NOT BY OTIS). THE ACTUAL LOCATION OF THE CUTOUTS FOR THE TO AND FROM OIL PIPE AND ELECTRICAL TROUGH WILL VARY DEPENDENT UPON MACHINE ROOM LOCATION AND CONFIGURATION.

. U. S

HYDRAULIC PIPE TO COMFORM TO ASTM A106, GRADE B, SEAMLESS. DIMENSIONAL DATA ON LAYOUT COMPLIES WITH ASME A17.1 AND/OR LOCAL CODE.

SUBMISSION

SPRINGLINE ARCHITECTS, L.L.C.

MBM

GROUT STOP SILL LINE

DATE

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

SHEETS 2 SHEET 1

ESPA - FITNESS SHEET TITLE:

ELEVATOR SPECIFICATIONS SHEET NUMBER:

A7.12

ELEVATOR SPECIFICATIONS

C:\Springline\PondBay\SpaBuilding\ESPA-FITNESS CD\EspaFitnessCD-Luis.rvt 4/8/2008 3:08:09 AM

BOTTOM FLR.

REV.

CT ITE

13/16" 20

DETAIL "A"

LVM 2000T 3 STAGE HYDRAULIC

SECTIONAL ELEVATION - 2 STAGE

CUTOUTS (NOTE #20)

18. SMOKE DETECTORS, LOCATED AS REQUIRED, WITH WIRING FROM THE SENSING DEVICES TO A CONTROLLER DESIGNATED BY OTIS. FOR EACH GROUP OF ELEVATORS, PROVIDE A NORMALLY CLOSED CONTACT REPRESENTING THE SMOKE DETECTOR AT THE DESIGNATED RETURN LANDING. FOR EACH GROUP OF ELEVATORS, PROVIDE A NORMALLY CLOSED CONTACT REPRESENTING ALL SMOKE DETECTORS LOCATED IN LOBBIES, HOISTWAYS, OR MACHINE ROOMS, BUT NOT THE SMOKE DETECTOR AT THE DESIGNATED RETURN LANDING (SEE ABOVE) OR THE SMOKE DETECTORS AS DESCRIBED IN A & B BELOW: A) IF A SMOKE DETECTOR IS LOCATED IN THE HOISTWAY AT OR BELOW THE LOWER OF THE TWO RECALL LANDINGS, IT SHALL BE WIRED TO ACTIVATE THE SAME NORMALLY CLOSED CONTACT AS THE SMOKE DETECTOR LOCATED IN THE LOBBY AT THE LOWER OF THE TWO RECALL LANDINGS. B) IF MACHINE ROOMS ARE LOCATED AT THE DESIGNATED RETURN LANDING, THE SMOKE DETECTOR LOCATED THEREIN SHALL BE WIRED TO ACTIVATE THE SAME NORMALLY CLOSED CONTACT AS THE SMOKE DETECTOR AT THE DESIGNATED LANDING. FOR A SINGLE UNIT, OR GROUP OF ELEVATORS HAVING ONE COMMON MACHINE ROOM AND ONE COMMON HOISTWAY, PROVIDE ONE ADDITIONAL NORMALLY CLOSED CONTACT REPRESENTING ALL MACHINE ROOM AND HOISTWAY SMOKE DETECTORS. IF THE GROUP CONTAINS MORE THAN ONE HOISTWAY, AND HOISTWAY SMOKE DETECTORS ARE INSTALLED, OR IF THE GROUP HAS MORE THAN ONE MACHINE ROOM, PROVIDE ONE ADDITIONAL NORMALLY CLOSED CONTACT FOR EACH ELEVATOR. THE CONTACT IS TO REPRESENT THE SMOKE DETECTOR IN THE MACHINE ROOM FOR THAT PARTICULAR ELEVATOR, AND ANY SMOKE DETECTORS IN THE HOISTWAY CONTAINING THAT PARTICULAR ELEVATOR.

13'-0" 3962 13'-2" 4013 13'-0" 3962 13'-2" J+BH+2 4013 (BH=BEAM HEIGHT) 13'-0" (BEAM NOT BY OTIS) 3962 13'-2" 4013 13'-0" 3962 13'-2" 4013

13'-4" 4064 13'-6" 4115 13'-4" 4064 13'-6" 4115 13'-4" 4064 13'-6" 4115 13'-4" 4064 13'-6" 4115

(NOTE #14)

34'-4" 10465 34'-2" 10414 37'-2" 11328 37'-0" 11278 41'-1" 12522 40'-11" 12471 44'-1" 13437 43'-11" 13386

P IT

(NOTE #14)

3'-0" 914

PIT

C L

BOTTOM FLR.

24'-5" 7442 24'-1" 7341 26'-5" 8052 26'-1" 7950 27'-4" 8331 27'-0" 8230 29'-3" 8915 28'-11" 8814

17. ALL 125 VOLT, 15 OR 20 AMP, SINGLE PHASE DUPLEX RECEPTACLES INS TALLED IN PITS, MACHINE ROOMS OR MACHINERY SPACES, SHALL BE OF THE GROUND-FAULTCIRCUIT-INTERRUPTER TYPE.

C L

DETAIL "A"

F.P.M. m/s 4'-0" F.P.M. 1219 m/s F.P.M. m/s 5'-0" 1524 F.P.M. m/s NOTE B F.P.M. m/s 6'-0" F.P.M. 1829 m/s F.P.M. m/s 7'-0" F.P.M. 2134 m/s

TOTAL RISE

3'-0" 914

14'-8" 4470

CUTOUTS (NOTE #20)

100 0.50 125 0.64 100 0.50 125 0.64 100 0.50 125 0.64 100 0.50 125 0.64

MAX TOTAL TOTAL CLEAR HEIGHT (MIN) (NOTE A) RISE PER J INCLUDING BEAM PIT SHOWN @ PLUNGER

14'-8" 4470

TOTAL RISE

9. FOR EACH ELEVATOR, A THREE PHASE ELECTRICAL FEEDER SYSTEM WITH A SEPARATE EQUIPMENT GROUNDING CONDUCTOR AND A SINGLE PHASE 120 VOLT LIGHTING SUPPLY. EACH WITH A FUSED DISCONNECT SWITCH OR CIRCUIT BR EAKER, LOCATED IN THE MACHINE ROOM AND WIRED TO EACH CONTROLLER.

13. A FIXED VERTICAL STEEL LADDER TO PIT EXTENDING 4'-0" (1219mm) ABOVE THE SILL OF THE BOTTOM ENTRANCE AS LOCATED IN THE PLAN VIEW. LADDER WIDTH AND PROJECTION FROM WALL PER LOCAL CODE. IF PIT DEPTH IS GREATER THAN 9'-10" (3000mm) [13'-9" (4191mm) WITH NO FLOOR BELOW BOTTOM LANDING], A PIT ACCESS DOOR IS REQUIRED.

CYLINDER STEADIER

MIN. RISE

6. FOR PRECAST OR POURED CONCRETE WALLS, PROVIDE THE ROUGH OPENNING FOR HOISTWAY AS SHOWN ON LAYOUT, AND ANY GROUTING AROUND ENTRANCE FRAMES IF REQ'D. 7. SUITABLE MACHINE ROOM WITH LEGAL ACCESS AND MINIMUM HEIGHT OF 7'6" (2286 mm) TO BE PROVIDED. MACHINE ROOM TEMPERATURE MAINTAINED BETWEEN 60째 & 100째 F (15.5째 & 37.8째 C). RELATIVE HUMIDITY NOT TO EXCEED 95% NON-CONDESING. FOR HEATING, VENTILATION, AND AIR CONDITIONING REQUIREMENTS OTHER THAN THOSE SHOWN ABOVE REFER TO OTIS CONFIRMATION OF POWER SUPPLY FORM. 8. A SEPARATE BRANCH CIRCUIT FOR SUITABLE LIGHT FIXTURE(S) AND CONVENIENCE OUTLETS, WITH G.F.I., IN THE MACHINE ROOM WITH THE LIGHT SWITCH LOCATED ADJACENT TO THE LOCK JAMB SIDE OF THE MACHINE ROOM DOOR.

12. DRY PIT REINFORCED TO SUSTAIN VERTICAL FORCES OF UP TO: 2 STAGE: 15,428/70 LBS/KN AT EACH BUFFER AND LBS/KN AT THE CYLINDER HEAD. 3,300/15 3 STAGE: 16,153/72 LBS/KN AT EACH BUFFER AND LBS/KN AT THE CYLINDER HEAD. 3,552/16 THE ACCUMULATION OF WATER MUST BE PREVENTED.

TOTAL RISE

C L

TOTAL RISE

FLOOR HEIGHT

PIT

5. HOISTWAY WALLS ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE REQUIRED FIRE RATING INCLUDING WHERE PENETRATED BY EL EVATOR FIXTURE BOXES, AND TO INCLUDE ADEQUATE FASTENINGS TO HOISTWAY ASSEMBLIES. A HORIZONTAL SUPPORT MUST BE PROVIDED 12" (305mm) ABOVE THE CLEAR OPENING AT EACH LANDING TO SUP PORT THE DOOR FRAME ASSEMBLY. THE ENTRANCE WALL AND THE FINISHED FLOOR MUST NOT BE CONSTRUCTED UNTIL THE FRAMES AND SILLS ARE SET.

11. ALL ELECTRIC POWER FOR TOOLS, LIGHT, HOIST, ETC., DURING ERECTION AS WELL AS ELECTRIC CURRENT FOR STARTING AND ADJUSTING THE ELEVATOR.

Passenger Model 2000 lbs. @ 100 / 125 F.P.M. 907 kg @ 0,50 / 0,64 m/s Simplex Collective

SPEED

4. ALL CUTTING OR PATCHING TO ACCOMMODATE ELEVATOR INSTALLATION.

10. IN THE PIT, A SEPARATE BRANCH CIRCUIT FOR CONVENIENCE G.F.C.I. OUTLET & LIGHT FIXTURE WITH LIGHT SWITCH ADJACENT TO THE PIT LADDER.

2 STAGE HYDRAULIC

FLOOR NO.

3. PROVISIONS FOR GUARDING AND PROTECTING THE HOISTWAY DURING CONSTRUCTION TO BE ERECTED, MAINTAINED, AND REMOVED BY OTHERS.

REGIS

7'-6" 2286

8'-0" AVAIL. W/ 9'-7" CAB 2438 2921

7'-0" 2134

7'-0" CL OPNG 2134

6'-0" 1829

2438 (NOTE A)

5'-0" 1524 NOTE B

8'-0" CAB

4'-0" 1219

1. PROPERLY FRAMED AND ENCLOSED LEGAL HOISTWAY INCLUDING VENTING AS REQUIRED BY THE GOVERNING CODE AND SAFETY BEAM AS SHOWN. 2. ADEQUATE SUPPORT FOR GUIDE RAIL FASTENINGS NOT TO EXCEED THE VERTICAL SPACING SHOWN ON THE RAIL BRACKET CHART. SEPARATOR BEAMS WHERE REQUIRED.

11'-3" (NOTE A) 3429

F.P.M. m/s F.P.M. m/s F.P.M. m/s F.P.M. m/s F.P.M. m/s F.P.M. m/s F.P.M. m/s F.P.M. m/s F.P.M. m/s F.P.M. m/s

STEEL SAFETY BEAM PROVISIONS FOR A MINIMUM NET LIVE LOAD OF 5000# (2268 KG.) NOT BY OTIS

C L

100 0.50 125 0.64 100 0.50 125 0.64 100 0.50 125 0.64 100 0.50 125 0.64 100 0.50 125 0.64

PIT

MAX TOTAL TOTAL CLEAR HEIGHT (MIN) (NOTE A) RISE PER J INCLUDING BEAM PIT SHOWN @ PLUNGER 12'-8" 24'-4" 13'-0" 7417 3860 3962 12'-11" 13'-3" 24'-0" 3937 4039 7315 12'-8" 26'-4" 13'-0" 3860 8026 3962 26'-0" 13'-3" 12'-11" 7925 4039 3937 13'-0" 27'-3" 12'-8" J+BH+2 3962 8306 3860 (BH=BEAM HEIGHT) 26'-11" 13'-3" 12'-11" (BEAM NOT BY OTIS) 8204 4039 3937 13'-0" 29'-2" 12'-8" 3962 8890 3860 28'-10" 13'-3" 12'-11" 8788 4039 3937 30'-1" 13'-0" 12'-8" 9169 3962 3860 29'-9" 13'-3" 12'-11" 9068 4039 3937

4'-1 3/8" 1254

C L

TOTAL CLEAR HEIGHT INCLUDING BEAM (NOTE A) (SEE PIT/OVERHEAD REQUIREMENTS)

J (TOTAL CLEAR HEIGHT UNDER SAFETY BEAM) (NOTE A) (SEE PIT/OVERHEAD REQUIREMENTS)

R.O. = CL. OPNG. + 10" (NOTE #6) 254

SPEED

C L

8'-0" AVAIL. W/ 9'-7" CAB 2438 2921

7'-0" CL OPNG 2134

2438 (NOTE A)

8'-0" CAB

11'-3" (NOTE A) 3429

L TO C L OF (MAX.) SPACING C RAIL BRACKETS OR INSERTS SEE CHART

TOP FLR.

PIT/OVERHEAD REQUIREMENTS - 2 STAGE

L TO C L OF (M A X .) S P A C IN G C R AIL B R AC K ETS O R IN S ER TS SEE CHART

STEEL SAFETY BEAM PROVISIONS FOR A MINIMUM NET LIVE LOAD OF 5000# (2268 KG.) NOT BY OTIS

C L

2" 51

4'-1 3/8" 1254

IMPORTANT NOTES GENERAL REQUIREMENTS BY OTHERS

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:

REVIEWED BY:

PROJECT MGR:

. U. S

MDH

THERESA S. ROBERTS 466 - A

LMO

RED ARCH E T

CT ITE

DRAWN BY:

REGIS

04.08.08

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

OWNER:

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

ESPA - FITNESS SHEET TITLE:

DUMBWAITER SPECIFICATIONS SHEET NUMBER:

DUMBWAITER SPECIFICATIONS

A7.13

C:\Springline\PondBay\SpaBuilding\ESPA-FITNESS CD\EspaFitnessCD-Luis.rvt 4/8/2008 3:08:13 AM

PROJECT ID: 050-07-1