Utility bldg

POND BAY

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

SHEET # A0.00

UTILITY BUILDING REVISION 3 09.01.09 PARCELS 126, 272, 488D, 488E, 488F ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER ST JOHN, US VIRGIN ISLANDS

LIST OF ABBREVIATIONS

8

NORTH ARROWS

DRAWING TITLE & SCALE

DRAWING TITLE SCALE

0

PROJECT NAME 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.

NORTH

PARCELS

ROOM NAME KEY

SECTION CUT KEY

1

SIM

Room name 101

A101

WALL TYPE KEY

ELEVATION KEY

1

A3.02

X

DOOR KEY

DETAIL KEY

1

SIM

D

X

A101

COLUMN LINE GRID KEY

WINDOW KEY

0

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

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.

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

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

=459 PERSONS =218 PERSONS

OCCUPANCY PERMITTED: ACTUAL:

40% OF 14.32 ACRES 16% OF 14.32 ACRES

=5.73 ACRES =2.29 ACRES

LOT AREA MINIMUM: ACTUAL:

10,000 SQ.FT. 14.32 ACRES

USABLE OPEN SPACE REQUIRED: 30% OF 14.32 ACRES ACTUAL: 55% OF 14.32 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 intent of the Contract Documents is to include all items necessary for proper execution and completion of the work. The Contract Documents are complimentary, and what is required by one shall be as binding as if required by all. Work not covered in the Contract Documents will not be required unless it is consistent therewith and is reasonably inferable therefrom as being necessary to produce the intended results. Words and abbreviations which have well known technical or trade meanings are used in the Contract Documents in accordance with such meanings.

The Drawings and Specifications are intended to be fully explanatory and supplementary.

Moreover, should anything be shown, indicated, or specified on one and not the other, it shall be done.

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.

UTILITY BUILDING KEY MAP

ARCH KEY

CHANGE CLOUD AND REV. TAG

REAR SETBACK PERMITTED: ACTUAL:

20 FEET 700 FEET

HEIGHT PERMITTED: ACTUAL-MAXIMUM:

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.

3 STORIES 2 STORIES

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

ARCHITECTURAL A2.01 FLOOR / ROOF PLAN A3.01 EXTERIOR ELEVATIONS A3.11 BUILDING SECTIONS A4.01 WALL SECTIONS A4.11 ARCHITECTURAL DETAILS A5.01 DOOR AND WINDOW / LOUVER SCHEDULE A6.01 REFLECTED CEILING PLAN

05.08.09 05.08.09 05.08.09 05.08.09 05.08.09 09.01.09 3 05.08.09

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

05.05.09 05.05.09 05.05.09 05.05.09 05.05.09

MECHANICAL M0.01 MECHANICAL SPECIFICATIONS / LEGENDS M0.02 MECHANICAL FIRST FLOOR PLAN

05.08.09 05.08.09

ELECTRICAL E0.01 ELECTRICAL SPECIFICATIONS / LEGENDS E0.02 ELECTRICAL FIRST FLOOR LIGHTING PLAN E0.03 ELECTRICAL UNDERGROUND POWER PLAN E0.04 ELECTRICAL FIRST FLOOR POWER PLAN E0.05 ELECTRICAL DETAILS / RISER AND PANEL SCHEDULES

05.08.09 05.08.09 05.08.09 05.08.09 05.08.09

PLUMBING P0.01

PLUMBING PLAN

05.08.09

SEISMIC SR-01 SR-02

SEISMIC PIPE / CONDUIT DETAILS SEISMIC PIPE / CONDUIT DETAILS

05.08.09 05.08.09

7SEAS 7S-C001 7S-C002 7S-C003 7S-C004 7S-C005 7S-M001 7S-M020 7S-M021 7S-M022 7S-M023 7S-M024 7S-E001 7S-E002 7S-E003

CIVIL MBR TANK DETAIL LAYOUT CIVIL MBR TANK DETAIL LAYOUT CIVIL MBR TANK DETAIL LAYOUT CIVIL MBR TANK DETAIL LAYOUT CIVIL SWRO EQUIPMENT LAYOUT MECHANICAL SWRO EQUIPMENT LAYOUT MECHANICAL MBR EQUIPMENT LAYOUT MECHANICAL MBR EQUIPMENT LAYOUT MECHANICAL MBR EQUIPMENT LAYOUT MECHANICAL MBR EQUIPMENT LAYOUT MECHANICAL MBR EQUIPMENT LAYOUT ELECTRICAL CONDUIT & INSTRUMENT LAYOUT ELECTRICAL CONDUIT & INSTRUMENT LAYOUT ELECTRICAL CONDUIT & INSTRUMENT LAYOUT

11.21.08 11.21.08 11.21.08 11.21.08 06.30.08 06.30.08 06.30.08 06.30.08 06.30.08 06.30.08 06.30.08 11.21.08 11.21.08 11.21.08

PROJECT LOCATION

6

X

Name Elevation

STEPDOWN SYMBOL

1'-0" A.F.F.

NOTE KEY

DATE

SUBMISSION

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

CONSULTANT:

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

LOCATION MAPS

5

GENERAL NOTES

SEAL:

DRAWN BY:

3

LMO REVIEWED BY: MDH

STRUCTURAL ENGINEER:

MARINE BIOLOGIST:

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 SERICES, LLC 122 NUT TREE COURT LEXINGTON, S.C. 29072

PROJECT MGR:

FLOOR AREA: 4,222 S.F.

TEL: (803) 957.4008

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

PROJECT:

ROOF: WOOD TRUSS / CORRUGATED METAL ROOF

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

ROOF AREA: N/A

ARCHITECT:

CIVIL ENGINEER:

SURVEYOR:

ROOMS: FUEL STORAGE: RO: WWTP: GENERATOR ROOM: OPERATOR STATION: TOTAL WITH ELECTRICAL:

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

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

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

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

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

LANDSCAPE ARCHITECT:

MEP ENGINEER:

WWT & R.O. PLANT:

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

PENINSULA ENGINEERING INC. 2016 ALDEN ROAD ORLANDO, FL 32803

SEVEN SEAS 6200 FRYDENHOJ SUITE 4 ST THOMAS, VI 00802

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

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

TEL: (340) 775.6607

PLUMBING: KITCHEN SINK:0 LAVATORIES: TOILETS: BATHTUBS: SHOWERS: DISHWASHER:0 CLOTHES WASHER: FLOOR DRAIN:

INTERIOR ELEVATION MARK

REV.

OWNER:

EXTERIOR WALLS: CMU

CLG HEIGHT KEY

DOOR SCHEDULE DOOR SCHEDULE REVISION 1 BASE SHEET CONSTRUCTION DOCUMENTS BASE SHEET

.

U. S

SPOT ELEVATION

09.01.09 08.21.09 05.08.09 04.28.09 04.07.09 03.12.09

SPRINGLINE ARCHITECTS, L.L.C.

UTILITY BUILDING: ELEVATION MARK

3 2 1

RED ARCH E T

VI

JNS

THERESA S. ROBERTS 466 - A

CT ITE

1"

09.01.09 3

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 28 FEET

ZONING REQUIREMENTS

COVER

#

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.

SIDE SETBACK PERMITTED: ACTUAL:

EQUIPMENT KEY

BENCH MARK

DATE

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.

W

X

2

TITLE

S

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.

ND

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

REGIS

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

SHEET INDEX

RG IN ISLA

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

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

5

0 0 0 0 0 4

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

UTILITY BLDG SHEET TITLE:

COVER ROOF SLOPE/PITCH MARK

6 : 12 SLOPE

ENVIRONMENTAL ENGINEER:

POOL DESIGNER:

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

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

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

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

SHEET NUMBER:

A0.00

12 PITCH

6

LEGEND OF SYMBOLS

9

PROJECT DATA

7

PROJECT DIRECTORY

4

SHEET INDEX

1

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.

DOOR NOTES 1. ALL EXTERIOR DOORS SHALL BE HURRICANE RATED & INSULATED W/ WEATHER TIGHT SEAL, UON

DOOR SCHEDULE

2. ALL HDWR SHALL BE COMMERCIAL GRADE

HARDWARE NOMINAL NOMINAL HEIGHT DOOR # TYPE WIDTH 101 102 103 104 105 106 107

C B B A C D B

6' - 0" 3' - 0" 3' - 0" 3' - 0" 6' - 0" 10' - 0" 3' - 0"

8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 10' - 0" 8' - 0"

DESCRIPTION

ROOM #

DOUBLE HOLLOW CORE METAL W/ VISION PANEL HOLLOW CORE METAL W/ VISION PANEL HOLLOW CORE METAL W/ VISION PANEL SINGLE HOLLOW CORE METAL DOUBLE HOLLOW CORE METAL W/ VISION PANEL METAL ROLL UP DOOR HOLLOW CORE METAL W/ VISION PANEL

101 101 102 102 103 103 105

HDWR SET CLOSER

LOCATION GENERATOR ROOM GENERATOR ROOM WWTP/ RO OPERATOR STATION WWTP/ RO OPERATOR STATION RO RO FUEL STORAGE

1B 1A 3A 4A 3B 1A

X X X X X

STOP FSW/H -

3. PROVIDE (3) BALL BEARING STAINLESS STEEL HINGES PER DOOR UON

FIRE KICK PLATE RATING X X X X X X

-

NOTES

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

LOCK FROM THE INSIDE SILL HEIGHT TO BE 16" A.F.F.

LINTEL. SEE STRUCTURAL DRAWINGS

DOOR SCHEDULE

DOOR ANCHORING PER MFR SPECS CONTROL JOINT, SEE ELEVATIONS

1

2

PANIC / RFID

HARDWARE SETS

TYPICAL EXTERIOR FINISH

CAULK JOINT SEE DOOR SCHEDULE

MTL DRIP EDGE TO MATCH WINDOW

PANIC / PASSAGE

6' - 0" 3' - 0" 3' - 0"

6" 6"

2' - 0"

6"

6"

2' - 0"

6"

6"

10' - 0" A.F.F.

8' - 0" A.F.F.

8' - 0" A.F.F.

WALL BEYOND

8' - 0" A.F.F.

2' - 0"

NOTE: DOORS TO OPEN 180ยบ

2' - 0"

1' - 0"

DOOR PER SCHEDULE, PAINT FINISH. VERIFY COLOR WITH ARCHITECT

1' - 0"

CAULK JOINT

PASSAGE

CONCRETE SLAB SLOPED AWAY FROM BUILDING

5' - 0"

5' - 0"

SADDLE PER MFR

RFID DEADBOLT

METAL DOOR FRAME PER MANUFACTURER SPECIFICATIONS

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)

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

3" = 1'-0"

A

3

B

C

2

1/2" = 1'-0"

WINDOW # TYPE 101 102 103 104 105 106

SEE FLOOR PLANS FOR WALL OR PARTITION TYPES

B B B B B A

WIDTH

HEIGHT

8' - 0" 8' - 0" 10' - 0" 10' - 0" 6' - 6" 2' - 0"

8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 5' - 0"

DESCRIPTION LOUVER LOUVER LOUVER LOUVER LOUVER SINGLE FIXED

ROOM # 101 101 101 101 105 103

LOCATION GENERATOR ROOM GENERATOR ROOM GENERATOR ROOM GENERATOR ROOM FUEL STORAGE RO

RUSKIN RUSKIN RUSKIN RUSKIN RUSKIN PGT

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

D DOOR ELEVATIONS

WINDOW / LOUVER SCHEDULE MANUFACTURER FRAME

PRIVACY

TYPICAL EXTERIOR DOOR SECTION

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

PULL

SEALANT BED

HEAD

JAMB

SILL

6 / A5.01

3 2 1

09.01.09 08.21.09 05.08.09 04.28.09 04.07.09 03.12.09

DOOR SCHEDULE DOOR SCHEDULE REVISION 1 BASE SHEET CONSTRUCTION DOCUMENTS BASE SHEET

REV.

DATE

SUBMISSION

NOTES SEE MEP DRAWINGS SEE MEP DRAWINGS SEE MEP DRAWINGS SEE MEP DRAWINGS SEE MEP DRAWINGS

6 / A5.01

2

FOR ADDITIONAL INFORMATION FOR ADDITIONAL INFORMATION FOR ADDITIONAL INFORMATION FOR ADDITIONAL INFORMATION FOR ADDITIONAL INFORMATION

6 / A5.01 SPRINGLINE ARCHITECTS, L.L.C.

LINTEL. SEE STRUCTURAL DRAWINGS

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

WINDOW SCHEDULE NOTES:

WINDOW / LOUVER SCHEDULE

1. ALL WINDOWS SHALL BE HURRICANE RATED. 2. ALL LOUVERS SHALL BE HURRICANE RATED, INSTALLATION PER MANUFACTURERS SPECIFICATIONS.

4 CONSULTANT:

3. COORDINATE LOUVER DIMENSIONS WITH MEP DRAWINGS.

WINDOW ANCHORING PER MANUFACTURER'S SPECIFICATIONS SEAL:

MDH

RED ARCH E T

SEE SCHEDULE

.

U. S

PROJECT MGR:

2' - 0"

VI

JNS

THERESA S. ROBERTS 466 - A

CT ITE

REVIEWED BY:

REGIS

LMO

S

WINDOW PER SCHEDULE

ND

DRAWN BY:

RG IN ISLA

PROJECT:

POND BAY 5' - 0"

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

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

3' - 0"

INTERIOR FINISH: BASE COAT: PAREX 210 ONE COAT PRIMER: PAREX 310 PRIMER TOP COAT: PAREX 426 FLEXFINE

OWNER:

SEE ELEVATIONS

SEE FLOOR PLANS FOR WALL OR PARTITION TYPES

PROJECT ID: 050-07-1

8' - 0"

8' - 0" A.F.F.

WINDOW ANCHORING PER MANUFACTURER'S SPECIFICATIONS

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

UTILITY BLDG SHEET TITLE:

A

DOOR AND WINDOW/LOUVER SCHEDULE

B

SHEET NUMBER:

WINDOW DETAIL 3" = 1'-0"

6

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

5

A5.01

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.