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efta-efta00808084DOJ Data Set 9OtherLITTLE ST. JAMES
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DOJ Data Set 9
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efta-efta00808084
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LITTLE ST. JAMES
GENERATOR AND R.O BUILDING
ROOFING PROJECT
PARCEL NOS. A,B AND C
LITTLE ST JAMES U.S.V.I
MODIFICATION TO CZT-53-04L
PREPARED BY
)DG
Jaredian
Design
Group
Architects, Engineeh and Construction Managers
5333 ROW, W. S.Ilt 16, N. T•s,..
0002.6900 • Pe" 0/1.. 6210. St. 1...4. V. S. Vmss ht.vw 0094.611S
T
on. (3 60) 777.1600 • I
1401 77,601 • F powernet net •
INDECCEDEIAY4198
AO.O
COVER BFEET
COO
EXEITNG CONDITICR8 SRE PLAN
CIO
SITE PLAN
C2.O
ESE DETALS
80.0
STRUCTURAL NOTES/LECE,D
SIO
FOUNDATION PLAN
SU
SLAB FLAN
A-1A1O
EXISTING FIRST FLOOR PLAN BILLING A
A-1A11
PROPOSED RRST FLOOR PLAN BULLING A
A-2A1.O
PROPOSED SECOND FLOOR PLAN BUILDING A
A-3ALO
PROPOSED ROOF PLAN BUILDING A
BAALO
Exam. FN. HOOP FLAN RAIDING B
B-2A1O
PROP.. SECOND FLOOR PLAN BUIL.. B
B-3A1O
PROPCX3ED ROOF PLAN BUILDING B
A-A2O
BULDING A ELEVADONS
A-A21
BULDING A ELEVATICNS
B-A2.O
BUILDING B ELEVATIONS
B-A21
BULDC. B ELEVATIONS
A3.O
CROSS SECTION BUILDING B
.1
CROSS SECTION SULU,. A
A32
CROSS SECTION
A32
CROSS BECTON
A4O
SCFEDULE
A5.O
WALL DETALS
AST
WALL DETALS
610.0
SCHEDULES AND NOTES
401
HVAC DETALS
PAST FLOOR HVAC PLAN BULDING A
IA-2A1O
SECOND FLOOR HVAC PLAN BUILDING A
4-2.0
BECC.O FLOOR HVAC PLAN BULDING B
EDO
ELECTRICAL NOTES AND LEGEND
EO1
ELECTRICAL PANELS
A-1E1.O
FART FLOOR POWER AND LICHT!. PLAN BUILDING A
A-2ELO
SECOND FLOOR POWER AND LIGHTING PLAN BUILD!. A
B-2E1O
SEOOND FLOOR POWER AND UGH.. PLAN BULL.. B
EFTA00808084
E
C
B
A
1
1
2
3
REST RO
CONTAINMENT WAL
FUEL TANK
FUEL PUMPS
LOCATION OF EXISTING
GENERATOR
BUILDING
LOCATION OF EXISTING
RO BUILDING
N 0 T £ S:
ZONE R-1
ELEVATIONS PER IASL
THIS SURVEY
4
z
GARAGE &
MAINTENANCE
BUILDING
RKING AREA
O BUIeDING
so
rr
II
I
III II
I I
15
Jr
Et
ni
SHORELINE PER THIS SURVEY
7
CZM SETBACK LINE
LINE OF NATURAL ABUT/fru-
LOCATION OF EXISTING
MAINTENANCE WORK
SHOP BUILDING TO BE
REMOVED AND
RE-BUILT
4
30
0
30
60
90
SCALE
-
r.
.33*
et
*
MARVIN BERNING & ASSOCIATES
LAND SURVEYORS
SUBDIRSION PLANNING
PROPERTY SURVEYS
PARTIAL TOPOGRAPHICAL SURVEY
PARCEL No. "C"
LITTLE ST. JAMES ISLAND
NO. 6A RED HOOK °DARTER
St THOMAS. U.S.V.I.
SURVEY: LOUIS
CALC.:
GAURIUNT
SCALE:
1" =
3/9,05
JOB NO. 3600
APPROVED BY:
2
3
4
5
6
1
7
EXISTING CONDITIONS
SITE PLAN
SCALE: 1'1=3O1-0' co.olco.o
6
7
E
D
C
B
A
REVD/0r,,
EWE;
Mredian Design Group
I
t AAA, ne
No 33 Cr0oningaki Ooao - ORon% &smut
Post Moe Eas 6218
St Thomas. U.B. Virgin Wands MTN telepOcoo: 340 m. ROO for 340.777 loos
amet
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LITTLE ST. JAMES
R.O AND GENERATOR
BUILDING ROOFING
PROJECT
PARCELS AD.0
LITRE ST JAMES US YI
10-20-15 mi.1O111^.
K.R.B.
CEE.00ED BY.
K.R.B.
APPROVED ED am
PRO.ECT NO:
15.001
Canto= /0
SHEET NC:
C0.0
EXISTING CONDITION
SITE PLAN
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E
D
C
B
A
2
3
CONTAINMENT WAL
FUEL TANK
SHADED AREA
INDICATES LOCATION
OF AREA TO BE
EXCAVATED FOR
NEW STORAGE ROOM
N 0 T £ S:
ZONE R-1
ELEVATIONS PER 1ASL
NIS SURVEY
4
3
4
5
5
SHORELINE PER THIS SURVEY
LOCATION OF EXISTING
BUILDINGS TO RECEIVE
NEW SECOND FLOOR
AND ROOF STRUCTURE
NEW SEDIMENT SILT
SCREEN SEE DETAIL
ON SHEET C2.0
30
60
90
SCALE -
= 30'
et
MARVIN BERNING & ASSOCIATES
LAND SURVEYORS
SUBDIVISION PLANNING
PROPERTY SURVEYS
PARTIAL TOPOGRAPHICAL SURVEY
PARCEL No. "C"
LITTLE ST. JAMES ISLAND
NO. 6A RED HOCK WARIER
St THOMAS, U.S.V.I.
SURVEY: LOUIS
CALL.:
GAURILOFF
SCALE:
1" = 30'
3/9/15
JOB NO. 3600
APPROVED BY:
2
6
6
7
Stormwater Best Management Practices
1. PROVIDE COMPACTED GRAVEL BASE AT ESTATE ROAD
DURING CONSTRUCTION.
2. ALL EXCAVATED AREAS SHALL BE SEEDED OR RE PLANTED AT
END OF CONSTRUCTION
3. INSTALL SILT SCREEN FENCE AS PER MANUFACTURES
INSTRUCTION
4. RECEPTACLES SHALL BE PROVIDED ON SITE AND MAINTAINED
ON A REGULAR BASIS
5. VEGETATION BERMS SHALL BE USED IN CONJUNCTION WITH
SILT FENCE TO
REDUCE STORM WATER RUN OFF.
8. NATURAL VEGETATION SHALL BE PRESERVED IN THE
INDICATED AREAS
ZONING NOTES
LOT ZONING: R.1
LOT SIZES: PARCEL C (11.8 ACRES 515.188 SO.FT)
USE: RESIDENTIAL
ACCESSORY USES: NONE
PARKING: 4 VEHICLE SPACES PROVIDED
DENSITY: TWO (2) DWELLING UNITS
LOT OCCUPANCY: 25 PERCENT MAX. (128.797)
ACTUAL LOT COVERAGE: 5% (30.385)
MIN. LOT AREA: 21.780 S.F.
LOT WIDTH: 100 FEET REQUIRED
VIRGIN ISLAND ZONING REQUIREMENT
FRONT YARD SETBACK 15 FEET
SIDE 15 FEET AND REAR YARD SETBACK: 15 FEET
MAXIMUM HEIGHT: 2 STORIES
PROPOSED HEIGHT: 2 STORY
SITE PLAN
C .0
C1.0
SCALE: 1"0"-0"
7
E
D
C
B
REW610,..*
NO: GATE
Coes
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Ism. Imp.-,N r••••nal Wag'
No 33 Cxoniungens Oa% - Quinal alatt4f
POE Mop Ma 5218
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LITTLE ST. JAMES
R.O AND GENERATOR
BUILDING ROOFING
PROJECT
PARCELS AB.0
LITRE ST MHO US vi
10-20-15
CRAMNBe
K R B
040CED Br
APPROVED BY.
PROECT NO:
15-001
SIERT Na:
C1.0
PARTIAL SITE PLAN
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E
D
C
B
1
2
3
RETAINING WALL SCHEDULE
H
B
A
b
C
v-BARS
T-BARS
D-BARS
(-0"
2'-8"
12" r -r
5"
#3016" #3012" #3016"
5'-0"
3'-3"
12"
2'-2"
5"
#4016"
#4012" #4016"
6'-O"
3'-9"
12"
2'-5"
8"
#4012" #4012" #4012"
7'-0"
4'-2"
12"
2'-6"
12"
#4012" #4012" #4012"
8'-0"
4'-8"
12"
2'-5°
12" #508"
#408"
#4010"
9'-0"
5'-2"
12"
31-2"
12"
#508"
#408"
#5010"
10.-0"
5'-g"
12"
3'-7"
14"
#508"
#408"
#5010"
11'-0"
61-7"
12"
4'-1"
17" #508"
#408"
#5010"
12'-0"
71-3"
14"
4'-7"
18"
#508"
#408"
#5010"
21'0 WEEP
HOLES 0 4'-0"
O.C. OR 4"
WEEP HOLES
V- BARS
T BARS
CRUSHED STONE
D BARS
T-BARS
RETAINING WALL SCHEDULE
C2.0 C2.0
SCALE: NOT TO SCALE
44 ME CI
OR OW' LW
MORO
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POST
• KC Lenz
MIX cCal
C. Cica• IK a—.
DOUBLE EROSION CONTROL FENCING
META. FORE POST
• 10*
PAE
A
TYPICAL SEDIMENT
SILT SCREEN DETAIL
2
C2.0
C2 0
1
SCALE: NOT TO SCALE
2
3
4
WEARINGCOURSE
BASE COURSE
"4'
CRUSHED GRAM
BASE
GRAVEL SUBBASE
UNISSTURBEDS01.
3
5
ROta000NtRETE TO
PREVENT PONDING WATER e'er
SC.E
PIPEDFILLED w, CONCRETE
FACE OF legs OF
AUGERED HOLE OR
TUBE FORM
STEEL PIPE BOLLARD
C2.0 C2.0
4
SCALBOT TO SCALE
5
6
6
7
7
E
D
C
B
REHSFIerc
CORICULTnicl',
JDG
Jaredian Design Group
No 33 Oroncingarel Gads' • 0.taan's ()Jana,
Pest OVICA Pon 6218
St II-01'o[ U.S.
ICarct CCS.03
Viccisco 340 /II 1630
NO 111 1001 c nal
LITTLE ST. JAMES
R.0 AND GENERATOR
BUILDING ROOFING
PROJECT
PARCELS ASS
LITTLE ST JAMES US.V.I
[Naar. BY tmECTRED BY.
acSROVEDDY
10-20-15
KRB
KR B.
w
F•a...ECT TIG
15-001
CCO'Racr
SHE
SITE DETAILS
C2.0
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D
C
B
A
1
T-0'
OUT LINE OF
RIGID FRAME
STEEL COLUMN
ABOVE
2
PIER DETAIL
(12)05 VERTICAL
#3 TIES * 8"
0.0 (2) TIES
AT TOP OF
PIER TYPICAL
50.0 Iscto
SCALE 1%1%0'
2
VERTICAL BARS
STIRRUPS
BOTTOM BARS
TOP BARS OR
CONTINUOUS BARS
IN A SPREAD FOOTING
COLUMN AND FOOTING
DIAGRAM DETAIL so") 'sae
SCALE: NOT TO SCALE
2
3
4
5
FOOTING SCHEDULE
YANG
CIMIIRCNB
U3NOITUCINN- PIMP
OBER FEWCACELENT
16M6
V IL I X 0*
BOTTOM
TCP
F'
T-0. 3 r4Tx • 4.
•19135
(19115 xi MATT 10 (F 0.C. 700YETI DOA
BOTHWAYS roonue CENTERED OR PER
COLUMN AND PIER SCHEDULE
a
01I0
FEEPTICSINT
ISIS
V
11 V an.
al,
Cl
T-0•%P+
16)05
113 eV 0.0
P1
7-010'4'
02)05
♦36S • OC
CONCRETE BEAM SCHEDULE imIK i 1 Z I rescRalarr
Vat
IlDia
IV i IT
TV
VDT all
AT
12r 10 ,.310
Vet
113O 4 5' FOR FIRST AND LAST 25%0F BEATA LENGTH TOG
FOR MONA 50% 414 TOP STEEL AT L/5 THE SPANVW0 C
TYPICAL ,2 * ui
(LT•+
1lNS
23 4: 8*
GRADE BEAM
3
SLAB NOTES
Al
BI
Cl
6' CONCRETE SLAB TYPICAL
REINFORCED WITH 6X6 -2.1X2.1
WELDED WIRE FABRIC (uMP)
ON 6 MIL POLY VAPOR BARRIER.
TYPICAL T COVER
FOR SLAB ON GRADE.
12' CONCRETE SLAB REINFORCED WITH
05 BARS AT 12' BOTHWAYS ON 6 MIL.
POLY VAPOR BARRIER TYPICAL 3' COVER SLAB
FOR SLAB ON GRADE.
8" CONCRETE ROOF DECK
TYPICAL REINFORCED 05
6' O.0 TOP AND BOTTOM
COVER TYPICAL.
4
5
6
6
7
NOTES:
1. ALL CONCRETE SHALL HAVE AN Fe OF 3000 PSI AT 28 DAYS
2. ALL REINFORCING STEEL SHALL BE GRADE 60 OR Fy 60,000 PSI
3. ALL CONCRETE WORK SHALL BE AS PER &C.!. CODE
4. PROVIDE 3' MIN. COVER FOR SLABS BEAMS. AND FOOTINGS RESTING ON GRADE
5. PROVIDE MIN. COVER FOR SLABS. BEAMS. AND COLUMNS AS PER A.C.I. CODE
6. FORMS UNDER SLABS AND BEAMS SHALL REMAIN IN PLACE 14 DAYS MINIMUM
7. ALL AGGREGATE SHALL BE CLEAN AND FREE OF ORGANIC MATTER
8. DESIGN LOADS SHALL BE 100 LBS M.
LIVE LOAD AND 65 LGSM. WIND LOADS
9. ALL STRUCTURAL LUMBER SHALL HAVE AN FD OF 1300 M. MIN.
10. ALL STRUCTURAL LUMBER SHALL BE GRADE MARKED FOR STRUCTURAL USE
11. ALL LUMBER SHALL BE TREATED AGAINST TERMITES AND FUNGUS
12. ALL MASONRY WALLS SHALL HAVE A MIN. VERTICAL REINF. W/ 05 AT 24' O.C.
AND HORIZONTAL REINF. AT 16' O.C.
13. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES
IN THE DRAWINGS PRIOR TO THEIR CONSTRUCTION .
14. ALL FILL DIRT SHALL BE COMPACTED TO 95% DENSITY MINIMUM t5. FABRICATE STIRRUPS WITH A 135 DEGREE HOOK AROUND VERTICAL BARS TYPICAL
LEGEND
FCJ
FLOOR CONTROL JOINT
ENV
FM TM
SLAB BASE
REFERENCE
ELEVATION NO.
11° .
SLAB
ELEVATION NO.
V/ 7/7 ///4
O
LINE INDICATES BOTTOM
STEEL
TEMPERATURE
STEEL IN SLAB
INDICATED OUTLINE
OF FOUNDATION
FOOTING BELOW
INDICATED OUTLINE OF
WALL ABOVE FOOTING
#4 TOP BARS AT
24' 0.0 TYPICAL
AT LENGHT/5 THE
BAY SPAN
CHANGE IN SLAB
ELEVATION
LEGEND
REINFORCED CONCRETE WALL
6' OR 4" STUD FRAMED WALL
REINFORCED MASONRY WALL
2 i'0 RAIN WATER LEADER
IN WALL
OR COLUMN
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR
THE MEANS AND METHODS OF CONSTRUCTION.
THEY SHALL FOLLOW
ALL THE MANUFACTURER RECOMMENDATIONS
AND REQUIREMENTS FOR THE BRACING AND
SHORING OF THE POURED CONCRETE
WALL SYSTEMS
7
E
D
C
B
A
RVASIONS
NO:
DATE
NEM4FnS
COPS
NIT..
)aredian Design Group
No 33 Drocringcra Gado . 0.taan8 0.888(
PrAt 01/13A 84. 6218
9
U.S. Trunlcur0r. 0001)1 tc10Conc 343 III 1"03 883 140 111 1631
c maT
LITTLE ST. JAMES
R.0 AND GENERATOR
BUILDING ROOFING
PROJECT
PARCELS ABC
LITTLE Sr ALES DS VI
DATE
10-20-15 on.vnter.
K.R.B.
0001EDITY.
N.R.B.
APPROVED BY:
PROJECT HO
15001
CONTRACT /0
EIKET IAD
S0.0
SCHEDULES
EFTA00808088
E
D
C
B
A
2
FUTURE R.O.
EQUIPMENT
?ct a
\
61
\\
EDGE OF
BUILDING A
OUTLINE Of FOOTING
BELOW
410 PVC DRAINAGE PIPE
BELOW SLAB RUN TO DAY
LIGHT
3
COAT BACK OF WALL WITH
(3) COATS OF BITUMINOUS
WATER PROOFING
MEMBRANE AND INSTALL
ENKA-DRAIN DRAINAGE
MATT.
28*-2 3/8-
SEE SLAB NOTE 61
STORAGE
1.1
O
FIRST FLOOR R.O.
BUILDING FOUNDATION PLAN
SCALE: 3/1 6. = I '-O"
51.0 151.0
SEE SHEET SO.O FOR NOTES AND SCHEDULES
2
4
I
5
PERFORATED ED PVC
DRAINAGE PIPE ENCASED
IN GRAVEL
OUTLINE OF FOOTING
BELOW
CONCRETE RETAINING
WALL
:?
SEE NOTE ;\\‘.
6
3
4
5
6
7
12,
7
NOTE:
CONTRACTOR SHALL COAT NEW AND
A PORTION OF EXISTING WALL WITH
BITUMINOUS MEMBRANE AND INSTALL
ENKA-DRAIN DRAINAGE MATT AND
412/ PVC PERFORATED PIPE.
EXISTING
RETAINING
WALL
LOCATION OF
EXISTING
TRANSFORMER
E
D
C
PRO.ECT no.
PENSIONS
NO: ale
JDG jaredian Design Group
144.33 0ronringer. Gado - 04440 Quaffs
Pat Mc* Box 6218
St. Thomas, U.S. Vitgin Irlancis 004C4
Siphon: 340.7711600 fait 340.771.160I not our me In ernes 0:61.40 PM. AR frit
Mt NORM a.OMOI ~OW
MU tures.
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LITTLE ST. JAMES
R.O AND GENERATOR
BUILDING ROOFING
PROJECT
I ll Ill
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I
10-20-15
KR B.
INS
15-001
CCNMaGT In:
S1.0
ST FLOOR RO BLDG
FOUNDATION PLAN
EFTA00808089
PENNONS
U
FUTURE R.O.
EQUIPMENT
EXISTING
SLAB
EDGE OF
BUILDING A s1.1 I s1.1
SEE SLAB
NOTE CI
28'-2 318'
to
STORE ROOM ROOF SLAB PLAN
SCALE: .3/1r= I '-0"
SEE SHEET S0.0 FOR NOTES AND SCHEDULES
CONCRETE RETAINING
WALL
S5 BOTTOM BARS AT 6- O.0
If5 TEMP AT 6' O.0
S4 TOP STEEL AT 12' O.0
4%0' LONG
O
EXISTING
RETAINING
WALL
LOCATION OF
EXISTING
TRANSFORMER
Jaredian Design Group
NO.33 DIOONIpere Gado - O4244O Manor
Pon OffIce Box 6218
St Than. U.S. Vitgin Nand% CON:4 deviant 34.177 1600 fa: 340377 1601
oral:
WM RAM NO
OWINION.0.01
9NZ ANION et SI.
~NW
Ilentaen.
NISNONOWINNUI Nus MINN NINNIVN
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LITTLE ST. JAMES
R.O AND GENERATOR
BUILDING ROOFING
PROJECT
1011Cfl ..AFIC
1 1110 ;4
U:.V1
(TE
10-20-15
EHawuev.
K R B.
O1LOCED BY
E0 BY a
PRQ.€CT no
15-001
00ertitaCT In:
SHEET Na:
S1.1
STOREROOM ROOF
SLAB PLAN
2
3
4
5
6
7
EFTA00808090
E
D
Ca
B
0
A
P1
Fl
2
0
1LT-8"
3
201-0"
0
4
200"
5
20-O
6
20c0-
O
7
181-8'
1
11.1 e—tu
LU
G
P1
P1
F1
82
SEE SLAB
NOTE "Ar
P1
Fl
a
P1
Fl
\ —CONTINUOUS-/
CONTINUOUS
FCJ
GRAIN BEAM
/
CONTRACTOR SHALL
REMOVE EXISTING BUILT
VP GREEN ROOF FROM
EXISTING ROOF DECK
B2
P1
F1
PI
Fl
I
[repeated 10 times]
MEP
6
ZJ
I
T
z
PROPOSED SECOND FLOOR
SLAB FOUNDATION PLAN
S1.2
51.2
SCALE: 3/I 6"= 1 '-0"
2
3
4
5
SEE SHEET SO.O FOR NOTES AND SCHEDULES
6
7
E
D
C
B
A
REVGIONS
40
REWIES
CC*OPIAINT4
Iaredian Design Group
No 33 Dmeeingeni Oahe- Cloaares ()Jade, /
Peel Moe Box UM
& Thomas, U.S. woos Imams EGON telephone: 340 TT? IMO Ivor 340 777 ROI
44nal.
rift NAP.
S [SS COO'S KS-
S
144 NTS If SOS MIS (SUP 11•34 /LS ••••
PS
SCASA, SCIAS
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SASS
UP 54/4, St'
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LITTLE ST. JAMES
R.0 AND GENERATOR
BUILDING ROOFING
PROJECT
PARCELS AB.0
LITTLE Sr ALES US.V.I
CUTE
ORAIVIT Se
K.R.B.
tmECKED
An:ROVED BY:
10-20-15
K.RB.
FROTEC T.113
15001
0.701TRECT '0
5 FEET tq
S1.2
SECOND FLOOR
SLAB/FOUNDATION
EFTA00808091
1
E
D
C
B
0
2
0
0
20-0'
3
20%0'
4
5
0
-/-
20-0"
6
201-0'
7
0
0
2Cf-0'
RO STORAGE
ELECT/MCC
CONTROL ROOM
DISTRIBUTION
PUMP ROOM
R.O.
EQUIPMENT
L
J
a
FIRE PUMP
ROOM
EXISTING FIRST
FLOOR R.O BUILDING
A-1A1.0 A-1A1.0
SCALE: 3/16"=1.-0-
FUTURE R.O.
EQUIPMENT
4
A3.1
E
D
C
B
A
A
1
2
3
4
5
6
7
REV4E3C0..0
803:
DALE:
No.33 Dr0nitingilna Gad*. OarbreS Cluafiffr
10.441011140 Sox 6248
St 'Mena U.S. Virgin Iran's 00603 teltrixao- 340.777 1600 far 240 Ill IOW
c mai
LITTLE ST. JAMES
R.O AND GENERATOR
BUILDING ROOFING
PROJECT
PARCELS AB.0
LIMA ST MASS U.S.V.I
DATE
10-20-15
ORMINIliff
K R B
OfEOCED
APPROVED 610
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R.0 AND GENERATOR
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BUILDING ROOFING
PROJECT
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A-A2.0
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R.O BUILDING
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SOTH ELEVATION
L
SCALE: 3/16"= 1*-0 -
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REVISION'
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Mredian Design Group
Cass war
ISAI 33 orooNnons Roo - CIONWS WOW
POSI 0Moo Box eal8
St Timm. U.S. Virgln lands CMOS telegram 340.777 WOO In: 340.777 It01
LITTLE ST. JAMES
R.0 AND GENERATOR
BUILDING ROOFING
PROJECT
PARCELS AB.0
LITTLE ST AMES 051.1.1
DA1E
10-20-15
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6
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A
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SCALE: 3/16"-1'-0"
E
C
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A
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1
2
3
4
5
6
7
PENSIONS
NO
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Iaredian Design Group
NJ 33 Exonrtingons Gado • 0.,aan's
Posl °Mop En. 6118
St lbornas. U.S. Virgin IPEre CPEAN
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R.O AND GENERATOR
BUILDING ROOFING
PROJECT
PARCELS AB.0
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10-20-15
LAM MSe
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tmECKED BY.
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EFTA00808101
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D
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1
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5
6
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WITH CONCRETE BOLLARDS
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Post OW* Sox ENS
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R.O AND GENERATOR
BUILDING ROOFING
PROJECT
PARCELS AB.0
Lane ST LASES aS.V.I
DATE
10-20-15
DRAM Bit.
K R B
OfEOCED Br.
K
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PRO.ECT NO:
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4
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FRAME ASSEMBLY
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R.0 AND GENERATOR
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R.O AND GENERATOR
BUILDING ROOFING
PROJECT
PARCELS A134
Lane Sr MMES US.V.i
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10-20-15
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1.».33 Oroaninoom Owl*. Oman Ouaitor
Post aka Box 6218
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NO 33 Dronningenit
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CCNSt.liNi I laredian Design Group
Irg••••••WCevnevol4apv.
1.3.33 Droaningens Gado - Queen's °Jana,
Post 0Mot Box UM
St Iturnar.. U.S. Wein Isferas CCe04 tralepcne: 340 TT? MOO low 340 711 1601
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way To Liv icor max.
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POWER AND LIGHTING
2ND FL GENERATOR
EFTA00808119
Technical Artifacts (27)
View in Artifacts BrowserEmail addresses, URLs, phone numbers, and other technical indicators extracted from this document.
Flight #
AM0Phone
13111011Phone
340 711 1600Phone
340 711 1601Phone
340 777 1100Phone
340.7711600Phone
340.777 1600Phone
340.777 1601Phone
340.777.1600Phone
340.777.1601Phone
340.777.1801Phone
340.7771600Phone
340377 1601Phone
340777 1601Phone
603
4800Phone
604
1641Phone
6101504Phone
6180011Phone
7711601Phone
777.1600Phone
777.1800Phone
8510145SWIFT/BIC
MONOXIDESWIFT/BIC
SIOUJUIEWire Ref
REFERENCEWire Ref
REFLECTEDWire Ref
WIRE FABRICForum Discussions
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