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3; r oft, .ss.N.. .....-. Portion of St Thomas Island
PLOT PLAN-
f NS‘....
374 ‘. \74-4.\
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PROJECT DATA
8210
t.. 7.4 X14•• LT. 4 \ • 1'/1.c....
"--•---.
Ei 4. 364
ar 5.80 S.\ \\
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.32.7\
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196.9 \
titt I /
l'attc• 457,30 (129-8O21-7OO7') I
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O4 Project Data:
-2 3
6 t o I
Mt 1 i \ ' %jv
hsra
..
6.02 r ZONING: RI
/i
\
s t
• 59.6
1
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N z I I 4 sr. No
RE1/151a15
Of5CRIPPON DATE
)iii I IVi P. .... -...„ / .... LOT SIZE:
1:7,F.
Ej 4 99.2
i (at
0..1 1i
i
-.1%,----;-• I 13%
1. i 36' % i
I
t_ —___ •s 7.09 I
..„. e.
I
i r , I
- ", -4.,.. ) 11
DENSITY:
i a l ) 52.2 T., .... 6.02 /
' 1 r ---. E.... I,. OCCUPANCY: RESIDENTIAL-2 DWEWNGSx 1-ACR.
640
bili
.8 C
1\
• •••
...3.0 f` . 5.04 ry
1 4//'
Pr
co four
1 vv. 7 \‘‘ TOTAL LOT COVERAGE: 1 1.8 acr.
36. i i\ \
i/ ‘ii:34'l/r ‘
••••
g lib nva "7 t1915 i1
35.6 . •
‘ 536'7% •••
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1 :'\I'
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Up,
1 e I I
../. ; 1 /
MAIN LEVEL AREA: 545 Wt. FERRERAS, PE
_„....,
.5 9 e \
4. %
-.a ......' 1r 545 brbet.
42 i
13941 $tep s LOWER LEVEL AREA:
KIRECITRAL ENGINEER
I - /1
i _ I
1
I
1
1/ 1 / TOTAL ROOF AREA: 545 brbet.
filZ 600122
!4. 47 Z
kb
iI 53.4 1 39
47.4 „.... _ te"•"--- —1 --
.- _ ______ ----- ,—_ .0., -- , /
/ I 1/ /
ROOF AREA FOR CATCHMENT: to bpbeh block
54Thonm. V55100501
!
i ' „.. ........------- .., ..,.....' q
I
,
/.• CISTERN CAPACITY REQUIRED r/a
None
Fa.
i3T.61 COE,Cr N-.4G 5 .-...."" .......4' ...----"-- ....-• /
I 4/ r 4444 15. ,0P4114
Oia PLOT PLAN , } 2A 4,9----- ----- - ,..... 34.50 , /
• et0 - •
.. ...„.
--... ...--.......4...... ....-...," \ .„ \P.:" 4 4/1
CISTERN CAPACITY PROPOSED:r/a NEWNIORK UCEN5t 110 059450
;ll
scale: I "=2O1•O" I\
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...- ----- ...- --- _..e5 . . ......1.
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... SEWAGE TREATMENT: to existine treatment plant
NEWJER6CY UCEN5E GE 32/349
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PARKING: nra VIRGIN 6LANDSDCEn5EHo 4816
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1 1 1! —1
etlrs List of Drawings:
!il l
.":: Gl- PLOT PLAN-PROJECT DATA
§3IFg
ilk) 1 G2- GENERAL NOTES-
litgl SITE DETAILS
Si l i j
Al- FLOOR PLANS & ELEVATIONS .-,,.,it-mm(900 CON ON
15 18 ritornery or ralL
gtiii CONCEI•T5.10515.CCEIGN5
litgs Si- SLAB & ROOF FRAMING PLANS .-.-L4.005
orTaiL5 R5 SrlOgell ON ITIE
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Hill 52- BUILDING SECTION .riOnDAND IFJOIDIFE0 FOR
- "/ int OrtOnC PROJECT
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ELECTRICAL PLAN- ., 7.0.1-05r. 5iTnCfir 06R/55
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FROISRTY
GENERAL NOTES
VAULT MOTION rot
A. GENERAL : C MASONRY LIME 5WITZERIAND
I. ALL CONSTRUCT/ON SHALL CONFORM TO THE 2009 INTERNATIONAL I CONCR LOCK MASONRY UNITS: ASTM CPO. UNIT AREA E NON-SHRINK GROUT OR DRYPACH
BUILD/AC CODE UNLESS MORE STRIMENT REQUIREMENTS ARE STRENGTH a. 1.900 PS/. MEDIUM YE/CHI MASONRY UNIT COLOR TWICE AC "CITEI
REQUIRED IN THE PLANS AND SPAVAICAT/ONS. AND FACT RE AS NOTED ON ARCIIITEC7T/RAL DRAWINGS. DESIGN I. NON-SHRINK GROUT OR DRYPACK SHALL CONSIST OF A PREMIXED DR0111046045 GAM
NON—METALLIC FORMULA. RISS °TARTER
STRENCT a• /500 PSI
2 THE CONTRACTOR SHALL VERIFY IN THE FIELD ALL CONDITIONS.
ELEVATIONS AND DIMENSIONS BEFORE START/NC WORK THE 2. IIMMIIIM FORMULA REQUIREMENTS
S. MASONRY LIN/T SHALL HAVE BEEN CURED FOR NOT LESS THAN 28 ST.TROMA.S.U.5.VIRGIN
ARCHITECT AND STRUCTURAL ENC/NEER SHALL BE NOT/F/ED DAYS AND SHALL BE CLIMAT/ZED TO SITE BEFORE PLACED IN
; P4 BIAIEDEATELY /F ANY DISCREPAACIES ARE POUND BIJILD/NO
a. 1169 SHRINKAGE AFTER PLACEMENT
6. NO EXPANSION AFTER SET (ASIR C-827,4
IMANCTS
ELI 9 THE CONTRACTOR SHALL INFORM THE ENCYNEER EN BR/TT/AC OF S. CONT/N1/011S /ASPECT/ON /S REQUIRED UNLESS NOTED OTHERWISE
c. INITIAL SET UP TINE NOT LESS THAN 45 MINUTES (ASTI/ C-1911).
d ONE DAY 0211PRESSIVE STRENGTH = 9000 PSI (ASTM C-109.I
ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAM/ACS OR IN FOR
THE SPECIFICATIONS OR OF ANY PARTArfays NEEDED IN ORDER TO B.
e. /a AT BB DAYS .a 5000 PSI
CONFORM TO CODES RULES AND REGULATIONS. UMW RECEIPT OF SUCH a PREPARATION AND FORM/NC OF WALL PRISMS A LUMBER
INFORMATION; THE EAV/NEER WILL SEND WRITTEN INSTRUCTIONS 20 4 SAMPLING AND PEACIAC or MASONRY UNITS
Irs ALL CONCERNED. AND WORK SHALL BE PERFORMED IN A MANNER AS c. PLACEMENT OF REINFORCEMENT t ALL LUMBER SHALL BE SOUTHERN YELLOW PINE. GRADE 11 -
s;/: DIRECTED BY THE ENGINEER ANY SUCH DISCREPANCY; OM/SS/ON. OR et CROUT SPACE IMMEDIATELY PR/OR TO CLOSINC or CLEAR:WS AND PRESSURE TREATED UNLESS OTHERWISE NOTED
VAR/AT/ON NOT REPORTED. SHALL BE THE RESPONSIBILITY OF THE DEIRIAG ALL GROUTING OPERATIONS.
CONTRACTOR 2 ALL FRAMING LUMBER SHALL BE SIS. LUMBER ITESYCN BASED ON
I. ALL MORTAR AND GROUT SHALL HAVE A MINIMUM 2.3 DAYS ANSUNISPA NOS - /.9.91 - NATIONAL DESYGN STANDARDS
I. THE LIMA/U(1 DOCUMENTS REPRESENT THE FINISH STRUCTURE COMPRESSIVE STRENGTH EQUAL 90 lEVO PS/ AND 2000 PSI,
GENERAL NOTES
THEY 00 NOT INDICATE METHOD OF CONSTRUCTION RESPECT/YELP. ADMIXTURES WHEN USED SHALL BE PER 3. PLYWOOD SHEATH/NC - PRESSURE TREATED (US. PS/-89) WITH
MANUFACTURERS RECOMMENDATION AND WITH APPROVAL OF THE EXTERIOR CLUE AND "IPA RATED
5. /T SHALL BE THE RESPONSAII/LLITY OF THE CONTRACTOR 2.0 SPLULD/NC OFFICIAL
§
liif PROVIDE TEMPORARY BRACES, SHORES AND GUYS. WHEREVER I. ALL NULIAG SHALL BE IN ACCORDANCE WITH UBC REVUIRMENTS
NECESSARY TO SUPPORT ALL LOADS 970 RETCH THE STRUCTURE MAY S. PORTLAND CEMENT - ASTM C150, TYPE //, LOW ALKALI. UNLESS NOTED OTHERWISE ON THE DRAWINGS. USE COMMON WIRE
BE SUB/ACTED DUR/AC COAST/CT/0N. /ACLIJOIM ERECTION NA/LS. NAILING OF ROOF: FLOOR AND SHEARWALL SHEATHING SHALL
EQUIPMENT AND /TS OPERATION THIS TEMPORARY SUPPORT SYSTEM 8 MORTAR MIX - 1:3 WITH //f PART LIME PUTTY. TYPE S. BE INSPECTED AND APPROVED BY THE BU/LOIN. DEPARTMENT BEFORE
SHALL HOLD ALL ELEMENTS AND MEMBERS IN THEIR FINAL POSITION COVERING
UNTIL TOTALLY AND FINALLY CONNECTED TO THE PERMANENT BIUC/AC 7. GROUT MIX - ts WITH 2 PARTS PEA GRAVEL
ELEMENTS
5 ,1 2 a CROW' REQUIREMENTS.
S. BOLTS SHALL COMPLY WITH ASTM A-907, BOLT HOLES /N WOOD
SHALL BE 1.46* INCH MAX/MUM OVERSIZE ALL BOLT HEAP AND NUTS
SITE DETAILS
X C 8 THE TYPICAL NOTES AND RETAILS SHALL APPLY /N ALL CASES BEAR/NC ON MOOD SHALL HAVE STEEL RASHERS.
UNLESS SPECIFIC DETAILS OCCUR ELSEWHERE WHERE NO DETAIL /S a GROUT MIX SHALL BE IN ACCORDANCE WITH USC STANDARDS
• SHOWN. CONSTRUCTION SHALL BE AS FOR SIMILAR WORK S. NO LENGTH OF SPLIT IN MEMBER SHALL EXCEED THE WIDTH OF
9. CROUP ALL CELLS. UNLESS OTHERWISE NOTED. THE MINOR FACE
Z REQUIRED INSPECTIONS BY VIRGIN ISLANDS DEPARTMENT OF
3 i11
4E PLANNING AND NATURAL RESOURCES (BUILDING DEPARTMENT.* /0. USE BONO BEAM UNITS AT HORIZONTAL RE/NFORC/AC. 7. CONNECTOR DES/CNATTONS REFER TO STRONG-TTE CONNECTORS BY
livi SIMPSON COMPANY ALL CONNECTORS PO BE INSTALLED ACCORD/NC TO
a. FOUNDATIONS H. LOCATE REHABS ABOUT CENTERLINE OF MASONRY WALL UNLESS MANUFACTURER'S INSTRUCTIONS
6. CONCRETE
ri r c. MASONRY
DETAILED OTHERWISE
S“. d STRUCTURAL STEEL /2. ALL WALLS SHALL BE CONSTRUCTED US/NC 1/2 RUNNING BOND
8. ANY HOLE THROLICH STRUCTURAL MEMBERS FOR PIPES OR CONDUIT
SHALL BE VERIFIED WITH THE STRUCTURAL EAC/NEER
jilt BETWEEN MASONRY. UNLESS OTHERWISE NOTED
a CONCRETE 9. NAIL ALL 2X DOUBLE JOIST WITH MI NAILS AT 9 INCH ON
13 ALL WOOD PLATES TO BE BOLTED TO THE TOP OF MASONRY WALLS CENTER STAGGERED
left F. CONCRETE WORK SHALL BE /N ACCORDANCE WITH AMERICAN SHALL BE SET ON A MORTAR BED ICI PROVIDE UNIFORM BEAR/MG:
CONCRETE INSTITUTE (ACI) - BIRLDIM CODE REQUIREMENTS FOR PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS
REINFORCED CONCRETE ma 9/B- LATEST REYS/ONI.
DREYNFOACTAC STEEL FOR CONCRETE AND MASONRY. H. FOR SIZE AND LOCATION OF ROOF. FLOOR AND MALL OPEN/RCS
2 CONCRETE SHALL HAVE A MINIMUM COMPRESS/PE STRENGTH
tagit AFTER 28 DAYS EQUAL TO OR GREATER THAN aoco PSI I REINFORCING BARS: AST11 A675, GRAM 80. ALL REHIMACTAG
SEE ARCTITTEL77/RAZ. MECHANICAL AND ELECTRICAL DRAWINGS. FRAME
ALL FOUR SIDES OF OPEN/NC IT/TH ADEQUATE MEMBERS AND
15 3 E STEEL THAT /S 70 BE WELDED SHALL CONFORM TO AM/ A708 CONNECTORS
32ri 9 CONTINUOUS INSPECT/ON REWIRED FOR ALL CONCRETE
INSPECTION BY BUILD/NC MISPLCOR REQUIRED FOR PLACEMENT OF
UNLESS OTHERWISE NOTED ON PLANS
,§ t 12. PROVIDE DOUBLE STUDS UNDER ALL BEAM ENDS UNLESS NOTED REv54095
REINFORCING' STEEL PR/OR TO PLACING CONCRETE CONT/MOUS B. WELDED WIRE FABR/C. ASTM Al8S. OTHERWISE AND CARRY STUDS DOWN TO FOUNDATION
tpn INSPECTION /S NOT REQUIRED DUR/AG PLACING' CONCRETE OF THE Pio orsortrnon DAR
REINFORCING. 3. MELD/AC ELECTRODES. AWS DI.I. CLASS ASO, LOW HYDROGEN.
C STRUCTURAL STEEL
1 1,1 1 I. ALL CONCRETE SHALL BE NORMAL REMIT OAS POP) UNLESS I. MINIMUM SPLICE LENGTHS. UNLESS DETAILED DTI/ERASE..
3;O, NOTED AS LIGHTWEIGHT' CONCRETE I. ALL WORK IN CONFORMANCE WITH THE MANUAL OF STEEL
a. CONCRETE SEE SCHEDULE ON DRAII/AV. CONSTRUCTION 9TH EDITION BY THE AMERICAN INSTITUTE OF STEEL
fl u S PORTLAND CEMENT ASTM 050. TYPE I OR TYPE II LOW ALKALI 6. MASONRY SEE SCHEDULE ON OWING CONSTRUCTION (ASD).
c WELDED WIRE FABRIC SHALL BE SPLICED WITH A A1/NLVLIN LAP OF
0 5 CONCRETE ACCECATE SHALL CONFORM T2 ASTM Ca WITH THE 12 INCHES. 2 MATERIAL: ALL STEEL MEMBERS TO BE AST)/ A.9.92. MINIMUM YIELD
FOLLOW/AG NOMINAL LIMITATIONS STRESS OF SO CI UNLESS OTHERWISE NOTED
a FOOTINGS AND SLABS ON GRADE / TO /-//4 INCH MAXIMUM
S. MIN/MUM CLEARANCE BETWEEN REINFOACTNG AND FACE OF PAUL
bitt 6. WALLS AND STRUCTURAL SLABS. 3/4 /NCH MAX/MIN
CONCRETE SHALL BE AS FOLLOWS (UNLESS SHOWN OTHERWISE/. 3 CONNECTIONS: BOLTS TO BE ASTM A325 SC CLASS "A" BOLTS UNLESS
b;t? a. CONCRETE BELOW CRADE (CAST AGAINST SOIL) .. 3"
OTHERWISE NOTED ALL PROVISIONS OF THE AMERICAN WELD/AC
SOCIETY STRUCTURAL WELD/AG CODE - STEEL (ACS IWO APPLY TO
FERRERAS,PE
Z CONCRETE STRENGTH MIX DESIGN SHALL BE DOCUMENTED BY NEW 6 CONCRETE BELOW CRADE (FORMED) - 2" WORK USE E7OXX ELECTRODES FOR ITELO/NC
OR EXISTING TEST REPORT FORMS APPROVED LICENSED TEST/AC a CONCRETE WALLS EXPOSED TO WEATHER = 1-//?' s'IRLKILIRAL LICGINLER
LABORATORIES PR/OR TO BATCH/NC d. CONCRETE WALLS, INTERIOR WALLS - -9,4-1^ 4. CONTRACTOR TO SUBM/T SHOP DRAWINGS 722 EMINEER FOR
ffiz a CONCRETE SLAB (STRUCTURAL) = 8/4" RtY/60 AND LWITED ACCEPTANCE PRIOR TO ANY FABRICATION OR
8. EXPOSED CONCRETE FORM/NC AND FINISH SHALL BE AS NOTED ON j CONCRETE BEAMS AND COLUMNS - 1-.1/2" ERECT/ON
ARCHITECTURAL DRAWINGS. SEE ARCHITECTURAL MAMMY FOR
5 4; DETAILS. S. SPLICES MI COLUMNS AND BEAMS SHALL OCCUR ONLY WHERE S. ALL BASE PLATES TO HAVE A MIMAIRHI OF I -I/2 INCH OF
DETAILED SPLICES IN CONTINUOUS GRADE BEAMS SHALL ocam AT 1,4 NON-SHRINK GROUT COMPLETELY INSTALLED
ity!, 9. PROLECTIAG CORNERS OF BEANS, COLUMNS. ELT. SHALL BE SPAN CONTACT STRUCTURAL ENG/NEER IF CLARIFICATION /S NEEDED
FORMED WITH 9/4' INCH CHAMFER UNLESS OTHERWISE 12ETAILS2 6. CONTINUOUS INSPECT/ON REQUIRED FOR ALL STEEL WORK
INSPECTION BY BINLINAG INSPECTOR REQUIRED FOR PLACEMENT OF
lilt 10. FORMS FOR CONCRETE SHALL BE LAW OCT AND CONSTRUCTED TO 7. SPLICES /N HORIZONTAL WALL REINFORCEMENT SHALL BE STEEL KW JERSEY URI:NM CC 32649
gtgt PROVIDE THE SPECIFIED CAMBERS SHOWN ON THE DRAWINGS STAGGERED 3 .-0" MINIMUM FROM SPLICE CENTERLINE WHERE WALLS
HAVE TWO LAYERS OF REYNAJRC/AG, SPLICES SHALL NOT OCCUR /N H Bar Joists & Neal Lick. noRioA LICCIOC Ilo 5440E
IL SHOP/AC OF STRUCTURAL SLABS: THE SAME LOCATION
I. USE STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS, VIR011 60,105 LICENCE No 961E
a ALL SHORMC AND RESHORIAV SHALL BE CONE IN ACCORDANCE Jr-SERIES ADOPTED BY THE STEEL JOIST INSTITUTE - CURRENT EDITION
WITH AC/ STANDARD RECOMMENDED PRACTICE FOR CONCRETE B. ALL REINfORCIAC SHALL BE ACCURATELY PLACED AND ADEQUATELY
2 STEEL JOISTS TO BE PAINTED PER FEDERAL SPAL7F/CATTON TT-P-596
745t FORMWORK (eta - SIT)
6. ONE HUNDRED PERCENT SHOR/NG AND FORMS SHALL REMAIN IN
SUPPORTED BEFORE CONCRETE /S PLACED AND SHALL BE SECURED
(RED OXIDE).
12 4 PEACE FOR At DAYS MINIMUM. SHORING NAY BE REDUCED 90 50
ACA/NST DISPLACEMENT WITHIN PERMITTED TOLERANCE. CLEARANCE
FOR WAR SHALL BE SHOWN /N DETAIL OR CALLED /N NOTES.
PERCENT AFTER II DAYS, PROVIDED CONCRETE STRENGTH EQUALS AT TOLERANCE SHALL BE AS PER AC/ SIB. a STEEL DECK SHALL BE MANUFACTURED BY UNITED STEEL PECK INC
1ph LEAST 75 PERCENT or DESICN STRENCT/I OR APPROVED EQUAL WITH STEEL CONFORM/AC TO ASTM ASH USE
c. REMORA'S SHALL NOT BE REMOVED IF CONCRETE STRENGTH DOES HORIZONTAL BRIXING WITH A MIN/MUM OF TWO ROWS EACH SPAN WITH
111L NOT NEAT SPECIFIED STRENGTH AT 28 DAYS
8 NEWLY PLACED SLABS SHALL NOT BE USED TO SUPPORT SLAB
9. PROVIDE SLEEVES FOR PLUMB/MS AND ELECTRICAL OPEN/ACS /N
THE CONCRETE MEMBERS BEFORE PLACIAV CONCRETE DO NOT CUT ANY
L 11
.4" X I 1
/1" X 9.•".
ABOVE UNTIL THE LOWER SLAB HAS CURED FOR S DAYS, MINIMUM. REINFORCING WHICH MAY CONFLICT. CiORTNG IN CONCRETE /S NOT I ATTACH STEEL DECK 929 BAR JOISTS WITH w PUDDLE WELDS
SHORING 119 SUPPORT UPPER LEVEL SLAB MAY BE PLACED WITHIN PERMITTED EXCEPT WHERE SHOWN ON DRAWINGS OR APPROVED BY FASTEN SIDE LAPS WITH #8 SCREWS AT 0".
ligti THE 5 DAY CUR/AG PERIOD THE STRUCTURAL ENGINEER
3115,1 `I is THE PROPERTY2f TAU.
i?lil 01CC115.10CA.S. DM1015
itys nARS AS smarm on RC
3- • .1.2T3 %CRC CRLATCD
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NORTH ELEVATION
scale: )1
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DESCRIMION
OFTNINGS: non-exposed tatters as rellered
NI opening> to be supplied with to drat to splash bLodc
wooden shutters Drat
to match existing conditions PAUL
T.O. bacIna
FERRERAS, PE
STRUCTLIAL
T.O. WAI
HEW HDRA LICENSE no
.3
NET/JERSEY UCENSE GE 32849
FLOROA LICENSE Mu 56408
O VIRGIN IMAID5 UMW lb46 I C
T.O. Win level
teem eta vi i Itittet &btu wet ve i• reenter stern suit w/ S plaster
(het 6' concrete wet Otte 6* concrete wit. CNC/ 6 . C01140,2
cyb bow lend Cyp. bee, level tw loner teed
ALL INFORMATION CONTAINED
HEREIN 6 TIE MORN OF PAUL
T.O. LONO"
FERRERAS.
TIE CONCEPTS. IDES. DE51618
AND CERES AS SHOMI ON THE
DOCUMETS WERE CREATED .
DEVELOPED MD PRESENTED FOR
USE ON THE SPEOFC PROJECT
AND SHALL NDT EE REUSED FOR
ANY PURPOSE WITHOUT OGRESS
WRITTENC*8NT OF PAUL
WEST ELEVATION EAST ELEVATION SOUTH ELEVATION FERRER/15.
TrE (HOER SOO EE FEFS.40TED
scale: 1/4.= .-o" scale: Y.e= I 1-0" scale: J/4". ii-o• TO RETam COPES FOR REFERENCE
PURPOSE 014.Y.
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STRUCTURAL DETAILS
L 13:.5
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ROOF FRAMING PLAN
LOWER LEVEL MAIN LEVEL scale: I/41= ILO'
FRAMING PLAN FRAMING PLAN 21 esmil
scale: l/411= scale: 114'=
1-.2• 4 IM, O24r ac
2+G e•ss
Cetou**8.415 O 14SWet. I2. re fele/W.
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