GREAT ST. JAMES CAY ST.THOMAS U.S.V.I,
RESIDENTIAL COTTAGE, SPA & GYM, LANDSCAPING, POOL &
STORAGE BUILDINGS.
PARCEL REMAINDER A
GREAT ST. JAMES, ST. THOMAS, USVI.
PRIPMED BY
ISO laredian Design Group
Architects, Engineers and Planners
EFTA00802896
1 2 3 4 5 6 7
MO
REYSICAS
Ote.14.1.5
PATE
E "ma
• Na
4,t -Ann
Z1 4552
E E
MIP-Z1•17-70049 /44ren/ Lt- t-/trat
,44•
CORREA? ROCK
Omani 'IP
fle-740.100,4
S
Panel A*
Awns.,
(Ae-6X-PADI) CCUSuttni lc;
n_ Stitt
NOTES/ TASK LEGEND
— • a---
/1.4.ff—new
D /Inca /orb .4-
• I -44 O
CABANA! TIKI BAR D
(Al-4419- MOO
NEW 451-3" X 531-9" QUONSET HUT STORAGE
O
BUILDING BY SOLAR ARRAY
O 75' DIAMETER CONCRETE TERRACE.
80' TALL FLAGPOLE . Jaredian Design Group
N..) 33 CrOnningens ClacRe • °Joao 0.cals.
TWO NEW 45'X6'X53'-'9" QUONSET HUTS BY
O Post OISca BO. 6116
FUTURE DOCK St 'Meal U.S. Virgin I Ircl.. C:CeN
telephone: 1001
DEMOLISH EXISTING TENNIS COURT AND e.mrsl:
O
REPLACE WITH NEW SWIMMING POOL ,
0 6114 100 Im ccartawn rce
RESIDENTIAL COTTAGE, GYM S SPA. tecC ...rich Cl AC.. Caci
▪ G.A.222•Iwo magma.
nitICOV.•••
rowas 44
;um con eon Qv...mew:me or ••••11 Ln A
C C not
tortRATTR ye
Yen nut n.ear Yr, ,C
ATTVAT i Ts,e
•••••(• con war to nnar non.
A7S// CAY LOCATION OF PARCEL REMAINDER A F og
GREAT ST. JAMES CAY
RESIDENTIAL COTTAGE. LANDSCAPIVS
POOL 6 STORAGE N..I INMCA
PARCELS REITIANCER A
GREAT ST JAWS CAY
ST THOMPS USYI
07-10-17
Entakty BY
B B EmEOTEDITT
TpTRCreED By
FfiC..0 T
Ilnewl AO. C-1-11rs
16-011
46 Ian 4.1,
as-no-moo 4
\ \71.-trt° SHE
C1.0
OVERALL
SITE PLAN
A A
OVERALL SITE PLAN
C1.0 C1.0 SCALE: 1- 250*-0"
2 3 4 5 6 7
EFTA00802897
1 I 2 3 4 5 6 7 REV/510115
CATE R111.1.4.111C3
LEGEND
SILT SCREEN
ase CONTROL
EROSION
EXISTING DRIVEWAY TORE PAVED WITH
STONE
E
Parcel No. A-Remainder 4- DIRECTION OF E
DRAINAGE
(A9-626-1004 RP-RAP
BOULDER
EROSION
CONTROL
TREES
ROYAL PALM (Royelonea Regis)
PUERTO RICAN HAT PALM (Sabal Causlatum)
D SEAGRAPE (Cocoloba Uvilem) D
AREA OF SHRUBS
SHRUB TYPES
JAMAICAN CAPER
LANDSCAPING AREA (Caparis Cynophalaphora)
N) 33 1, onoingot; Gado - 00644 .6 0.1afT4f
SEA LAVANDER Pi:41011m Box 6218
St Thomas. U S Virgin Igench [UN
(Argusia Gnaphalodes) Itlepixne:
WHITE FRANGIPANI
(Plumeria Albs)
',Jae we Itt (Oast (Cmi....3...enn .ret
Twat
EXISTING STONE COCO PLUM mormamtemormeal MI trni inns.. a
mamma MOM mem amine/rpm6m mai Ana
C RUBBLE WALL
(Chrysobalanus Icaco) C camt•MartaM/Mi
NM masa aa
'ac lama Mans
n.Plane
rim ,
*J.,r
USA( • mamba ama. ro mo• m men.
OLEANDER
(Netium oleander)
GREAT ST. JAMES CAY
1. 131011•111.11.1. C011AGE.UUIDSCAPNG.
75 DIAMETER
FKIOLSSTOEU.OE BUILDINGS.
CONCRETE PAD PARCELS REMAINDER: A
OBSERVATION DECK GREAT ST JANESCAY
SEE SHEET NO. GSJ-C-2.0 ST.111CMS U.S.V
I/ en/ "Ab" amt.
EN.WINEW1
07-10-17
B 704 Acres B {>ECKED BY. MC.
a ;MOVED It i.
(D9- 7345- l'004) FaZ, .CCT 1/9
16.011
0.7017 0. 42 ‘.11.
51.-Ce 7 1aD
C1.1
ENLARGED
SITE PLAN
A ENLARGED SITE PLAN A
C1.1 C 1 .1
PLAN SCALE: r=30.-
2 3 4 5 6 7
EFTA00802898
1 2 3 4 5 6 7
P£V*IOVS
1(0:1 DATE RFJ.O, ns
LoCit
G o-- v
LEGEND
IS.O• SETBA0( UNE
SLT SCREEN
EROSION
No. A /
? Ac.
CONTROL
vosnuo ORIVEV/Nr10 Be PAW') WM1
STONE
4- DIRECTION OF
E
DRAJNACE
RP.RAP
OCT/LOCK
EROSON
CONTROL
26 100 4)
CONCRETE
40 DRAINAGE SWALE
CCOMI.TATT
NOTES/ TASK LEGEND
0 SEE
QUONSET BUILDING 46'-5" x 53'-9"
SHEET NOS. GSJ-O-1.0;
GSJ-D-1.1; GSJ-D-1.2: GSJ-D-1.3;
D GSJ-D-1.4; GSJ-O-1.5
0 NEW RESIDENTIAL COTTAGE
SEE SHEET NO GSJ-A-1.0
0 NEW SWIMMING POOL
0 NEW TIKI BAR
laredian Design Group
()EXISTING PIER
No 33 Dr000logons Gado - DRAW% Q.Jaitgr
0 NEW GYM STRUCTURE Pool ONloo Box CM
SEE SHEET NO GSJ-A-1.0 & lhornak U.S. VITsin Israncin i3:034
teleptsono.
()NEW SPA STRUCTURE
SEE SHEET NO GSJ-A-1.0
1-^t
n‘u
()STONE DRIVEWAY wismatuatsINcul amp ew ammo. 4,
C ayliciii• CAI it ant
0.••••••COrt•NO*1
nit% pal .*••• nal n•scx
'Ask Am. A
VW Ina , MHO% t• ni• •
taa,s4 • ...An in 0. en., ro fp. a won,
GREAT ST. JAMES CAY
TREES RESIDENTTN. COT T AGE. uvIDSCAPNO.
POOL 6 STORAGE BIALOINGS.
PARCELS RESUMER:A
ROYAL PALM (Roystonea Rego) GREAT ST JANES C.AY
ST.TMEARS USN)
PUERTO RICAN HAT PALM (Sabel Causiarum)
SEAGRAPE (COOOloba tAMera)
DOTE
07-10-17
LNAViN LW.
B . AREA OF SHRUBS coo:KEDIV. MC.
SHRUB TYPES oTNTOvED =.
JAMAICAN CAPER
(Copecks Cynophallaphora)
FSQKi rer.
SEA LAVANDER 16.011
(Argusia Gnaphalodes)
CONTRACT Ia.
WHITE FRANGIPANI
(Plumena Alba)
SHEET roa:
COCO PLUM
(Chrysobalanus 'caw)
C1.2
OLEANDER
(Nerium oleander)
ENLARGED
SITE PLAN
A
1 ENLARGED SITE PLAN
C1.2 I C1.2
PLAN SCALE: 1'-30'-0-
2 I 3 4 5 6 7
EFTA00802899
1 2 3 4 5 6 7
REWSIO‘S
NO DATE. REM44RS
, c_, , ,
P
CO
ire/ NO. 0
NOTES/ TASK LEGEND
E
0 FUTURE PIER PART OF WATER PERMIT
7 2 E
APPLICATION.
(I) QUONSET HUT 46'-5" x 531-9"
\LI SEE SHEETS NOS. GSJ-D.1.0;
4 Ac.th
GSJ-D-1.1; GSJ-D-1.2; GSJ-D-1.3;
GSJ-D-1.4; GSJ-D-1.5
'346 1004LE 0444SVITARR.
LEGEND
o
I Sar SETBACK LNE
SILT SCREEN
5
ND
EROSION
D CENTRCI. D
EXISTING OIRT PATHWAY TO BE STABUZEO
WITH EROSIONMATT. TACKIREO POLYMER OR
GRAVEL SURFACE SHOULDER TOES 0.EAREO
OF DEBRIS MO DSIJSH GERMS AND
REPIANTEO WITH SATRE Sr42003 AND GRASS.
EXIST440 DRIVEWAY TO EE PAVED 01111
STONE
Dredian Design Group
No 33 Or044,404n4 0040 0,44040 000444
14401 OBRA Box 6218
St Thomas U.S. VIsIn Ian& CC0304
AtItPlWiC. 340 77? MOO low 340177 1601
TREES env'
the v tte. cents wear)req. ne
ROYAL PALM (Royslonea Regis)
FAIN ...mot sinco rr• leg few memo.
C PUERTO RICAN HAT PALM (Sabel Causiarum)
C tnetrottort.ttiR
nit% p'
0 rat,
Ina. 40444Lt.
n. star *J., Waned.,
tASAA• tow n err.. re, an ea. wen,
SEAGRAPE (COOolOba Uvifera)
GREAT ST. JAMES CAY
RCS WORMS COI AGE.LANDSCAPNG.
POOL 6 STORAGE BIALOINOS.
PARCELS REMAWER: A
GREAT ST "MSS CAT
STSIONASS
AREA OF SHRUBS
SHRUB TYPES
JAMAICAN CAPER
(Canaria Cynophalaphora) pOTE 07-10-17
SEA LAVANDER
[NAVIN BY:
(Argusta Gnaphalodes)
WHITE FRANGIPANI
B (Plumed° Alba)
B t1.-tECRED BY. MC.
COCO PLUM t4ROVED
(Chrysobalanus Naos)
OLEANDER
(Nerium oleander) FfoTEC 11.3
16.011
CCHIRACTIn:
SHEET In:
C1.3
ENLARGED
ENLARGED SITE PLAN SITE PLAN
C1.3 I C1.3
A PLAN SCALE: 1"=3C-0"
A
I 2 3 4 5 6 7
EFTA00802900
1 2 I 3 I 4 I 5 I 6 I 7
617•181088
NO DATE
POLE
ANCHORSOLTS AND
TEMPLATE FURNISHED
NANDHOLE WITH POLE
COVER TO IAATCII
BUSHING TOP POLE
E BOND METAL CON. 1' CHAMFER AL AROuND E
OUIT TO POLE
EOM GROUND TO POLE
I OE CU CND. Ceti,71.11WOr;
iT
PAVNG
• itL r
ffIVS Ire METAL CCNDIXT NUMBER
AND DIRECTION AS REWIRED SEDIMENT
SILT SCREEN
D INSTALL EROSION MATT New
ATTACHE• D
RUBBLE CCPPERAELD 3003 PSI CONCRETE TO POST
TACKIFIED POLYMER OR GRAVEL BASE WIN 6 04 BARS
STONE WALL I CROWD ROD
ON EXISTING DIRT PATHWAY VERTICAL EVENLY SPACED ROCK
AND 9411in TIES 1n.° BALLAST 2X4 WOOD
ROCK CURB (MINIMUM PEOUIREMENTSI
STAKES AT
SLOPED SHOULDER
0.0
WITH NATIVE
CONCRETE BASE SHALL GRADE Nredian Design Group
Lh SHRUBS EXCEED BOLT CIRCLE
= I I-I INE
IIEIIEIIE MIN. 5' ALL AROUND
to No 33 Dronringura Gala • 0.toan8 04411N
2 Pena 01/104 P4.6118
9 Motu: U.S. vrun 18.881: CCON
1W EMBEDMENT
(ROUND OR SQUARE)
IdINNUM mal
c
INTO SOIL
C C
1 PATHWAY SECTION TYPE 2 2 FLAG POLE BASE DETAIL 3 SILT SCREEN DETAIL
C2.0 C2.0 SCALE: 1/2"-1'-O" (NOT IN CONTRACT) C2.0 C2.0 SCALE: NOT SCALE
C2.0 I C2.0 SCALE: 3/81'00 1-0'
GREAT ST. JAMES CAY
NaSIDENTIN. COT TAGE.LANDSCAPNG.
POOL a STORAGE BULDINGS.
PARCELS REMANOER: A
GREAT ST JANES CAY
sT.THOMAS
7 COMPACTED EXISTING SOIL
GRAVEL BED L•818
07-10-17
7S-0-
[NAVIN Wel
B B coECRED BY w
.vf-ROVEDBY vv
16-011
EXISTING COMPACTED
SUBSTRATE
4 CONCRETE TERRACE SECTION C2.0
C2.0 I C2.0 SCALE: NOT SCALE
SITE DETAILS
AND CROSS SE TIONS
A
1 2 3 4 5 6 7
EFTA00802901
6s.•801•71
2 3 4 5 6 7
Vo O,.1E RVARKS
76'4"
' 7-10' 7-10' 71- T-10" 7-to'
A/
T-6' 34' 7'4
cat
52-2'
W-4
7-9'
E E
`5' BEDROOM
.1=
'9 18*-C
..34r
4. DININGROOM
LIVINGROOM
02111TAT6641.11
t-' 194' o 54'-ur-fLJ 144'
60
TO
Ikr-rbly-s jr34/ 3-7sf‘
D ENTRANCE
COTTAGE FLOOR PLAN 4 SPA/GYM FLOOR PLAN
A1.0 A1.0 SCALE: 1/13. -1'-0" A1.0 I A1.0 SCALE: 1/8"-V-0"
Jaredian Design Group
N•3 33 Dronringura Gade • 0.taanS 02azszr
Pent 0171,4 88.6218
St Rent U S vrgin 18267c SEEN
N4888668
c mat
r
rinuli~hlu
C C
GREAT ST. JAMES CAY
PESIDSNTiAL COT TAGE.LARDSOAPNO.
POO. 5 STORAGE BIPLOINGS
PARCELSREMARCER:A
GREAT Sr AWES CAY
STEMMAS U.S.N.,
2 POOLSIDE FRONT VIEW ELEVATION HAL° SPA/GYM FRONT VIEW ELEVATION
A1.0 I A1.0 SCALE: 1 /8"= 1'-0" A1.0 SCALE: 1/8"-1*-0" 07-10-17
ENAON BY
B B c8ECIED BE MC.
8Ff-ROVEDDY:
FRO:EOM:1
16-011
0.7017R4GT
I I S*EEI 10
A1.0
DETAILS
A A
6 SPA/GYM BACK VIEW ELEVATION
3 BACK VIEW ELEVATION A1.0 I A1.0 SCALE: 1/8. -1.-0"
A1.0 A1.0 SCALE: 1 /8"=1'-0'
1 2 3 4 5 6 7
EFTA00802902
REL•NOLS
1 2 3 4 5 6 7
SO GATE ONALSTRS
E (121") ROOF PANEL; GENERAL NOTES: E
8") ROOF PANELS 1. NO LOADS OTHER THAN THOSE GIVEN
UNDER "DESIGN DATA" BELOW BE
IMPOSED ON THE "STRUCTURE"
2. THE FOUNDATION ON THE DRAWING
IS A SUGGESTED SOLUTION ONLY.
CHANGES MAY EE NECESSARY DUE
1 7'- Oi" OUTSIDE STEEL DIMENSION
NIT
TO LOCAL BUILDING REGULATIONS.
3. THE FOUNDATION SHALL BE FOUNDED
ON NATURAL UNDISTURBED SOIL
CAPABLE OF SAFELY SUSTAINING
1500 PSF. AND AT LEAST 12 IN.
BELOW FINISHED GRADE.
D 4. SLAB ON GRADE SHALL BE PLACED D
ON SOIL CAPABLE OF SUSTAINING
500 PSF. WITHOUT APPROPRIATE
SETTLEMENT.
5. BUILDING MUST BE GROUTED INTO
TROUGH, INSIDE AND OUT TO
MAINTAIN STRUCTURAL INTERGRITY Jaredian Design Group
EXCEPT WHEN USING WELDED BASE
SIMWALL CI-V;12ANa PATA PLATE CONNECTORS. Poll DNOTTlogATLS GNAT • CANNES 0.1414,
6. CROSS TIES MUST BE INCASED IN Posl Mos Box 6218
St Thomas. U.S. VINIn IsioncA (CNN
CONCRETE WHEN CONCRETE SLAB IS
NOT USED 24 1/2"
ARCH DATA: Mit PLAN4 se 14C Ct91•4(0..obt) 400.•
sos Tenor A mass Teti. OSTOIT
toe TRassent ToNsET mg few rkiemo44,
•••
C C atAleta Cil••• ORO a4T•CAMICI
NAT
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fait TollKO, Mut at nr
DESIGN DATA:
STEEL GAGE: 20 GREAT ST. JAMES CAY
50 KSI MIN. YIELD RONOWAY STABIJZATIOR.LATIDSCAPN3.
POOL 6 STORAGE BULOTHGS
GALVALUME SHEET STEEL PARCELS RETANNCER: A A.1. ER 1.2.PI
LIVE LOAD: 43 PSF GREAT ST 'mots GAY
3-SECOND WIND SPEED: 135 MPH ST TREWS U SRI
MATERIALS:
1. CONCRETE STRENGTH AT 28 DAYS EL Te
07-10-17
TO BE 2500 PSI
2. REINFORCING STEEL TO BE [start BY
DEFORMED BARS. GRADE 60
B 3. ALL MATERIALS SHALL CONFORM TO B R.-LesED BY. e.w.
45'--0" OUT/OUT STEEL DIMENSION
THE APPROPRIATE ASTM
RTARCATED Be
carricirarinmc
NOTE: Ffie..Ec'T NIT
THE SHORT PANELS MUST BE ALTERNATED FROM ARCH PROFILE corITTRACT NO.
16011
SIDE TO SIDE ON SUCCESSIVE ARCHES, TO CREATE
A STAGGERED JOINT FOR GREATER STRENGTH. 9 -Ea -
ONE ENDWALL SOLID & ONE ENDWALL D1.0
WITH AN OPENING OR OVERHEAD DOOR QUONSET DETAILS
A A
ARCH PROFILE
01.0 D1.0 SCALE:
1 2 3 4 5 6 7
EFTA00802903
1 I 2 3 I 4 5 I 6 7
NO CleirE
ATTENTION: PERFORATED STRAP
NOT FACTORY afP1SQ
The foundation shown may not conform to your local by—laws and has no warranty as to its sufficiency for (AVALABLE AT MOST LOCAL
HARDWARE STORES)
your particular area and or application. Retain a registered professional engineer to design a foundation which
meets local by—laws and frost level depth requirements (if applicable), is adequate for soil conditions on the
site, and conforms to the intended use of the building. The engineer should also be retained to inspect COI/CRETE ANCHOR
E construction to ensure that the foundation is being built in conformity with his design. If the design engineer 0101 FACTORY SUPPUED) E
requires, retain a soils engineering specialist to report on soil conditions and soil compaction values.
I I II
r II
le --I
SIDEWALL CONCRETE ANCHOR DETAIL
ii n n
t1
CONCRETE
Tn
II
II
II
II
II
SOLID ENDWALL
D D
SIDEWALL
Ix NO. 6 TIE BARS 0 1E-0" • NO. 6 TIE BARS • ir Or MAIL GROUTING
0
0
C ICI Iaredian Design Group
MARE MESH 11 II INSIDE OUTSIDE
II 6 X 6 BY NO. 6/6
II No 33 ISMortIngans Claoo 0..000 °mem
N Pod Otika Box GM
11 St. Thomas, U.S. Virgin Wards OCROX
II tcleFixne: 3487T/1600 lax: 340 77.1601
anal: Iaralonteopostrnetroal
11
C C
ENDWALL
U INSIDEWALL GROUTING
re.
GREAT ST. JAMES CAY
ROADWAY STASIJZATION.LASDS,—APS.S3.
201" T 244" 241- —I-- Sc -- POOLA STORAGE MAUXNGS
CONCRETE ANCHOR pARCELS REMARCER: A Al.
SEE OCTAL
GREAT ST !MRS GAY
ST THOMAS U
(25)ARCNES, DIMENSION "Le • Sr -8 1/2" .011.1
Inside grouting should be higher than
outside grouting to prevent water
seepage. Concrete grouting procedures Do.Te
07-10-17
Ir 11.-0. CONCRETE MOWN r-0"
OR LESS OR LESS SEE DEW- OR LESS CO LESS
2" must be in accordance with factory D-tavou By
*MI ME MESH DIDKAII 4" specifications to retain structural
B ELIXIR 3228 B u-tesEDBy J.P.W.
warranty.
.vcRailD BY
TOP OF
STRIPPED
GRADE
NO. 3 STIRRUPS FRD.EC:i NCI
016" 0/C .._ 36/10. 3 STIRRUPS OW 0/C
6 ML POLYETIMENE MOISTURE HARRIER 16011
4 - NO. 4 BARS
L.
CC#4TRACT
e CRUSIMO STOIC CR WATER-MASHE 4 - NO. 4 BARS
GRAVES (0r TOP SUE) 7"
e CLEAN GRANOLNi COMPACTED Ft
j ft 2• •SFEE 110
CONCRETE
NO. 8 TIE BARS
SAGASO/EXT FOUNDATION - 2500 PSI STRENGTH
D1.1
SECTION THROUGH LENGTH GROUT - 5000 PSI STRENGTH
DETAILS
A
1 CONCRETE TROUGH FOUNDATION STEEL REINFORCEMENTS
DI.1 I D1.1 SCALE: N.T.S.
EFTA00802904
2 3 4 5 6 I 7
E E
D
Jaredian Design Group
JDG
33 fkonringure: Gado • 0.raan, 0.•4n,
POst 0,3,4 E•118
II•cm.v. U.S. vrgIn
C C
GREAT ST. JAMES CAY
hONDWAle STAIIIJUON.U11105.1.0
POOL 6 $TOWE IINLONGS.
PARCELSREIPMER: A.bf. &I.2,GI
GI3EAT Sr MIAS CAY
ST.1110.9 U.S.VJ
p0iE 07 - 10-17
SIDEWALL FORM DETAIL
B B OrECRED BY: WAN.
ENDWALL FORM DETAIL .'ESRDTEDBY: i •
Ff,,E, Pr.,
16.011
NOTES: REINFORCING STEEL NOT
SHOWN. REFER TO SHEET #4 D1.2
1 CONCRETE TROUGH FOUNDATION STEEL REINFORCEMENTS DETAILS
07.2 101.2 SCALE: M.
A
2 3 4 5 6 7
EFTA00802905
1 2 3 4 5 6 7
SO °ATE
4 NO. 4 BARS TIE BAR
NO. 3 STIRRUPS (WITHOUT FLOOR)
©18" 0/C TIE BAR
HIGH CHAIRS (WITH FLOOR)
E BACKING PATCH E
ENDWALL STIRRUPS
INSIDE BUILDING
IIE
IF 111
ENDWALL SECTION SIDEWALL STIRRUPS
D D
2 NO. 3 BARS
NO. 3 STIRRUPS JIDG laredian Design Group
©18" 0/C
2' NO. 6 TIE BARS ISIS rxecolA99e4 Gadd. . O.A•an,
1,1 Oliva Ec. EalS
MIN. © 8'-0" 0/C 4 NO. 4 BARS .CnI.It Vegin Is,.•••5 CI:V•O4
LAP INSIDE BUILDING HIGH CHAIRS
C C
II -
7ASTEN SECURELY
1= I i=111=-IT-r=i fl=
GREAT ST. JAMES CAY
WITH WRENCH SIDEWALL SECTION KONVAAV SIAE I,GAT On.
r lx,,_
POOL STSRAnE. COO,
WITH FLOOR PARCELS ItLIANACCH: AA • .
U —BOLT
©
NO. 6 TIE BARS
0/C
8'-0"
TIE BAR MUST
2"
I
2 NO. 3 BARS
GIIIAT ST 5 GAY
SV THOMAS V.S V •
. 1 NO. 3 STIRRUPS 07-10-17
BE ENCASED .
IN CONCRETE i_J______J 018" 0/C Cr.a.Ar• By
B 4 NO. 4 BARS REBAR TABLE B cAtCREDIVI
INSIDE BUILDING HIGH CHAIRS BAR NO. DIAMETER MIN. LAP ..FcRa•ID BV
NOTE: NO. 3 (10M) 3fi" (11.3mm) 1'-O"
Use two U —bolts per splice. Encase tie bars and
NO. 4 (15M) J" (16.0mm) 1'-4" FA,EIT
U —bolts in concrete as shown on Sheet 2. 16.011
rii=m=ri=IT I4T1=MATA NO. 6 (20M) %" (19.5mm) 2'-0" c•,01TRACT NO
TIE BAR SPLICING SIDEWALL SECTION
DETAIL WITHOUT FLOOR
D1.3
DETAILS
1 CONCRETE TROUGH FOUNDATION STEEL REINFORCEMENTS
A D1.3 01.3 SCALE. I= A
1 2 3 4 5 6 7
EFTA00802906
1 2 3 4 5 6 7
.EV,NOVS
RtMealt$
E E
Q 45;11 BOLL li).i
PANEL 5 LENGTH
SW 1-SW 2 211
SW 3 -SW 4 210
SW 5 -SW 8 20I1__
SW 7 -SW 8 201
SW 9 -SW 10 104 NIT
SW 11-SW 12 154
SW 13 -SW 14 171
SW 16 -SW 16 166
SW 17 -SW le 134
SW 19 -SW 20 109
SW 21-SW 22 75
SW 23•SW 24 24
D
Jaredian Design Group
•
Na.33 Cronologoos Gads • O.Nran's 0.,an”
Posl Othco Bag 62I8
Renus U.S. Virgin IVance CCe0.1
telephone
nee ••••• ," mini ear“ti NOP. ne
N
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war N. wars, tines' ns menu
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