Upload
others
View
29
Download
0
Embed Size (px)
Citation preview
NS E T N RT B DES GN ENG NEER. AMBERS S ALL BE ST RMTE S S R A R VED E UAL.
. AMBERS S ALL N RM T T E RE U REMENTS ASTM "STANDARD S E AT NR L R LENE RRUGATED ALL ST RM ATER LLE T N AMBERS".
. AMBER R S S ALL R V DE NT NU US UN BSTRU TED NTERNAL S A E T NNTERNAL SU RT ANELS.
. T E STRU TURAL DES GN T E AMBERS T E STRU TURAL BA LL AND T ENSTALLAT N RE U REMENTS S ALL ENSURE T AT T E L AD A T RS S E ED N T EAAS T LR D BR DGE DES GN S E AT NS SE T N . ARE MET R L NG DURAT NDEAD L ADS AND S RT DURAT N L VE L ADS BASED N T E AAS T DES GN TRU T
NS DERAT N R M A T AND MULT LE VE LE RESEN E.
. NL AMBERS T AT ARE A R VED B T E ENG NEER LL BE ALL ED. T E NTRA T RS ALL SUBM T SETS T E LL NG T T E ENG NEER R A R VAL BE REDEL VER NG AMBERS T T E R E T S TE
. A STRU TURAL EVALUAT N B A REG STERED STRU TURAL ENG NEER T ATDEM NSTRATES T AT T E L AD A T RS S E ED N T E AAS T LR D BR DGEDES GN S E AT NS SE T N . ARE MET. T E EAR REE M DULUSDATA S E ED N ASTM MUST BE USED AS A ART T E AAS TSTRU TURAL EVALUAT N T VER L NG TERM ER RMAN E.
. AMBERS S ALL BE R DU ED AT AN S ERT ED MANU A TUR NG A L T .
. ALL DES GN S E AT NS R AMBERS S ALL BE N A RDAN E T T EMANU A TURER S LATEST DES GN MANUAL.
. T E NSTALLAT N AMBERS S ALL BE N A RDAN E T T E MANU A TURER S LATESTNSTALLAT N NSTRU T NS.
BET EEN UNDAT N ST NE AND AMBERSS " DE STR
STUBS AT T END A R ART NUMBERS END NG T "T"
BU LD R NT S D RE T N
VERLA NE T AMBER EREVER SMALL RRUGAT N
A E TS " S V
N M NAL AMBER S E AT NSS E NSTALLED LENGT . " . " . "
M N MUM NSTALLED ST RAGE . UB EETE G T .
STUBS AT B TT M END A R ART NUMBERS END NG T "B"
SU T AT T E UTS DE D AMETER T E STUB S LUS T T E B TT M T E END A . R ADD T NAL N RMAT N NTA T ST RMTE AT .
R T E S E E B T E " STUB L ES BEL T E B TT M T E END
BEL T E N STUB S T AT T E TT NG S TS LEVEL.
ART STUB A B S E E T " . " . " N A S E E B " . " N A . "
S E E B " . " N A . " S E E T " . " . " N A S E E B " . " N A . " S E E T " . " . " N A
S E E T " . " . " N A S E E B " . " N A . "
S E E B " . " N A . "S E E B " . " N A . "
VER ENT RE R T AAS T M LASS N N VEN GE TE T LE R E UAL
S DE STR
. ST RMTE RE U RES NSTALL NG NTRA T RS T USE AND UNDERSTAND ST RMTE S LATEST NSTALLAT N NSTRU T NS R R T BEG NN NG S STEM NSTALLAT N.
. UR TE N AL SERV ES DE ARTMENT ERS
NTA T UR TE N AL SERV ES RE RESENTAT VE AT LEAST DA S R R T S STEM NSTALLAT N T ARRANGE
AN T EN ANS ER UEST NS R ADDRESS MMENTS N T E ST RMTE AMBER S STEM AND N RM T E NSTALL NG NTRA T R T E M N MUM NSTALLAT N RE U REMENTS BE RE BEG NN NG T E S STEM S
T S EA T A TE N AL SERV ES RE RESENTAT VE R V S T .
T RE E VE A UR NSTALLAT N NSTRU T NS.
. ST RMTE S RE U REMENTS R S STEMS T AVEMENT DES GN AS ALT N RETE AVERS ET . M N MUM VER
" N LUD NG AVEMENT. R NSTALLAT NS T AT D N T N LUDE AVEMENT ERE RUTT NG R M VE LES
MA MUM VER S ".
. T E NTRA T R MUST RE RT AN D S RE AN ES T AMBER UNDAT N MATER ALS BEAR NG A A T ES T T E DES GN ENG NEER.
ABR MUST BE USED AS ND ATED N T E R E T LANS.
. AS AN ALTERNATE T R T R TEST NG AND ELD DENS T MEASUREMENTS N EN GRADED ST NE ST RMTE M A T N RE U REMENTS ARE MET R A
" S ED S RE N A
S AMBER
NLEAN RUS ED ANGULAR ST NE
AAS T M LASS N N VENGE TE T LE
B D " S L D NGEDVER AND RAME SEE N L LAST
A L AT NS SEE D G R UN AVED A L AT NS
" D E T
BEAVER R AD SU TE ET ERS ELD T NE A
.ST RMTE . M
S END A
AAS T M LASS N N VEN GE TE T LE
ST RMTE END A
LA ERS AAS T M LASS VEN GE TE T LE R E UAL
S " DE STR
N TE ALL D MENS NS ARE N M NAL
E R NS E T N RT
AMBER ST RAGE . UB EET
ALL STUBS E E T R T E S E E B ARE LA ED AT B TT M END A
A A R MATEL . ". BA LL MATER AL S ULD BE REM VED R M
S E E T " . " . " N A
S E E B " . " N A . "
S E E T " . " . " N A
S DE STR
. ST NE LA EMENT BET EEN AMBERS R S AND AR UNDER METER MUST LL NSTRU T NS AS ND ATED N T E
M ST URRENT VERS N ST RMTE S NSTALLAT NNSTRU T NS.
. BA LL NG VER T E AMBERS MUST LLRE U REMENTS AS ND ATED N T E M ST URRENT VERS N
ST RMTE S NSTALLAT N NSTRU T NS.
. T E NTRA T R MUST RE ER T ST RMTE SNSTALLAT N NSTRU T NS R A TABLE A E TABLEVE LE L ADS AT VAR US DE T S VER. T SN RMAT N S ALS AVA LABLE AT ST RMTE S EBS TEWWW.STORMTECH.COM. T E NTRA T R S RES NS BLE
R REVENT NG VE LES T AT E EED ST RMTE SRE U REMENTS R M TRAVEL NG A R SS R AR NG VERT E ST RM ATER S STEM. TEM RAR EN NG ARN NGTA E AND A R R ATEL L ATED S GNS ARE MM NLUSED T REVENT UNAUT R ED VE LES R M ENTER NGSENS T VE NSTRU T N AREAS.
. T E NTRA T R MUST A L ER S N AND SED MENTNTR L MEASURES T R TE T T E ST RM ATER S STEM
DUR NG ALL ASES S TE NSTRU T N ER L ALDES AND DES GN ENG NEER S S E AT NS.
. ST RMTE R DU T ARRANT S L M TED. SEE URRENTR DU T ARRANT R DETA LS. T A U RE A ALL
ST RMTE AT 1-888-892-2694 R V S T WWW.STORMTECH.COM
NSTALLAT N NSULTAT NS T NSTALL NG NTRA T RS.
A RE NSTALLAT N NSULTAT N. UR RE RESENTAT VES
NSTRU T N. ALL
ST RMTE . M
S " N T N LUD NG AVEMENT MA MUM VER S
MA UR M N MUM RE U RED VER S "
. AAS T M LASS N N VEN GE TE T LE LTER
D
B
A
N TE T AT T S LA ER S AVEMENT.
LL MATER AL R LA ER STARTS R M T ET T E EMBEDMENT ST NE B LA ER T
" AB VE T E T T E AMBER. N TET AT AVEMENT SUB BASE MA BE A ART T S LA ER.
EMBEDMENT ST NE SURR UND NG T EAMBERS R M T E UNDAT N ST NE
A LA ER T T E LA ER AB VE.
UNDAT N ST NE BEL AMBERS R MT E SUBGRADE U T T E T B TT M T E AMBER.
E LANS R AVEMENTRE U REMENTS.
GRANULAR ELL GRADED S L AGGREGATEM TURES NES. M ST AVEMENT SUBBASE MATER ALS AN BE USED N L EU T S LA ER.
N A
RE ARE ER ENG NEER S LANS. AVED NSTALLAT NSMA AVE STR NGENT MATER AL AND RE ARAT NRE U REMENTS.
BEG N M A T N A TER " MATER AL VER T EAMBERS S REA ED. M A T ADD T NAL LA ERS N
" L TS T A M N. STANDARD R T R DENS T .R LLER GR SS VE LE E G T N T T E EED
. D NAM R E N T T E EED .
N M A T N RE U RED.
LATE M A T R R LL T A EVE A STANDARDR T R DENS T .
MATER AL L AT N DES R T N M A T N DENS T RE U REMENTAAS T MDES GNAT N
A
B
D
LEAN RUS ED ANGULAR ST NEN M NAL S E D STR BUT NBET EEN N
LEAN RUS ED ANGULAR ST NEN M NAL S E D STR BUT NBET EEN N
LEASE N TE. T E L STED AAS T DES GNAT NS ARE R GRADAT NS NL . T E ST NE MUST ALS BE LEAN RUS ED ANGULAR. R E AM LE A S E AT N R
STONE WOULD STATE: “CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE”.
LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9” (MAX) LIFTS USING TWO FULL COVERAGES WITH AN APPROPRIATE COMPACTOR.
N TES. NS E T N RT MUST BE NNE TED T R UG
N UT L ATED AT ENTER AMBER.. ALL S EDULE TT NGS T BE S LVENT
EMENTED.
" S ED V U L NG
" S ED V
" S ED V
RE . " LE N AMBER . " LE SA RE D
N RETE LLAR
AVEMENT
N L LAST " NL NE DRA N
D G R AVED
NS E T N RT B DES GN ENG NEER. AMBERS S ALL BE ST RMTE S S R A R VED E UAL.
. AMBERS S ALL N RM T T E RE U REMENTS ASTM "STANDARD S E AT NR L R LENE RRUGATED ALL ST RM ATER LLE T N AMBERS".
. AMBER R S S ALL R V DE NT NU US UN BSTRU TED NTERNAL S A E T NNTERNAL SU RT ANELS.
. T E STRU TURAL DES GN T E AMBERS T E STRU TURAL BA LL AND T ENSTALLAT N RE U REMENTS S ALL ENSURE T AT T E L AD A T RS S E ED N T EAAS T LR D BR DGE DES GN S E AT NS SE T N . ARE MET R L NG DURAT NDEAD L ADS AND S RT DURAT N L VE L ADS BASED N T E AAS T DES GN TRU T
NS DERAT N R M A T AND MULT LE VE LE RESEN E.
. NL AMBERS T AT ARE A R VED B T E ENG NEER LL BE ALL ED. T E NTRA T RS ALL SUBM T SETS T E LL NG T T E ENG NEER R A R VAL BE REDEL VER NG AMBERS T T E R E T S TE
. A STRU TURAL EVALUAT N B A REG STERED STRU TURAL ENG NEER T ATDEM NSTRATES T AT T E L AD A T RS S E ED N T E AAS T LR D BR DGEDES GN S E AT NS SE T N . ARE MET. T E EAR REE M DULUSDATA S E ED N ASTM MUST BE USED AS A ART T E AAS TSTRU TURAL EVALUAT N T VER L NG TERM ER RMAN E.
. AMBERS S ALL BE R DU ED AT AN S ERT ED MANU A TUR NG A L T .
. ALL DES GN S E AT NS R AMBERS S ALL BE N A RDAN E T T EMANU A TURER S LATEST DES GN MANUAL.
. T E NSTALLAT N AMBERS S ALL BE N A RDAN E T T E MANU A TURER S LATESTNSTALLAT N NSTRU T NS.
BET EEN UNDAT N ST NE AND AMBERSS " DE STR
STUBS AT T END A R ART NUMBERS END NG T "T"
BU LD R NT S D RE T N
VERLA NE T AMBER EREVER SMALL RRUGAT N
A E TS " S V
N M NAL AMBER S E AT NSS E NSTALLED LENGT . " . " . "
M N MUM NSTALLED ST RAGE . UB EETE G T .
STUBS AT B TT M END A R ART NUMBERS END NG T "B"
SU T AT T E UTS DE D AMETER T E STUB S LUS T T E B TT M T E END A . R ADD T NAL N RMAT N NTA T ST RMTE AT .
R T E S E E B T E " STUB L ES BEL T E B TT M T E END
BEL T E N STUB S T AT T E TT NG S TS LEVEL.
ART STUB A B S E E T " . " . " N A S E E B " . " N A . "
S E E B " . " N A . " S E E T " . " . " N A S E E B " . " N A . " S E E T " . " . " N A
S E E T " . " . " N A S E E B " . " N A . "
S E E B " . " N A . "S E E B " . " N A . "
VER ENT RE R T AAS T M LASS N N VEN GE TE T LE R E UAL
S DE STR
. ST RMTE RE U RES NSTALL NG NTRA T RS T USE AND UNDERSTAND ST RMTE S LATEST NSTALLAT N NSTRU T NS R R T BEG NN NG S STEM NSTALLAT N.
. UR TE N AL SERV ES DE ARTMENT ERS
NTA T UR TE N AL SERV ES RE RESENTAT VE AT LEAST DA S R R T S STEM NSTALLAT N T ARRANGE
AN T EN ANS ER UEST NS R ADDRESS MMENTS N T E ST RMTE AMBER S STEM AND N RM T E NSTALL NG NTRA T R T E M N MUM NSTALLAT N RE U REMENTS BE RE BEG NN NG T E S STEM S
T S EA T A TE N AL SERV ES RE RESENTAT VE R V S T .
T RE E VE A UR NSTALLAT N NSTRU T NS.
. ST RMTE S RE U REMENTS R S STEMS T AVEMENT DES GN AS ALT N RETE AVERS ET . M N MUM VER
" N LUD NG AVEMENT. R NSTALLAT NS T AT D N T N LUDE AVEMENT ERE RUTT NG R M VE LES
MA MUM VER S ".
. T E NTRA T R MUST RE RT AN D S RE AN ES T AMBER UNDAT N MATER ALS BEAR NG A A T ES T T E DES GN ENG NEER.
ABR MUST BE USED AS ND ATED N T E R E T LANS.
. AS AN ALTERNATE T R T R TEST NG AND ELD DENS T MEASUREMENTS N EN GRADED ST NE ST RMTE M A T N RE U REMENTS ARE MET R A
" S ED S RE N A
S AMBER
NLEAN RUS ED ANGULAR ST NE
AAS T M LASS N N VENGE TE T LE
B D " S L D NGEDVER AND RAME SEE N L LAST
A L AT NS SEE D G R UN AVED A L AT NS
" D E T
BEAVER R AD SU TE | ET ERS ELD T NE | A
.ST RMTE . M
S END A
AAS T M LASS N N VEN GE TE T LE
ST RMTE END A
LA ERS AAS T M LASS VEN GE TE T LE R E UAL
S " DE STR
N TE ALL D MENS NS ARE N M NAL
E R NS E T N RT
AMBER ST RAGE . UB EET
ALL STUBS E E T R T E S E E B ARE LA ED AT B TT M END A
A A R MATEL . ". BA LL MATER AL S ULD BE REM VED R M
S E E T " . " . " N A
S E E B " . " N A . "
S E E T " . " . " N A
S DE STR
. ST NE LA EMENT BET EEN AMBERS R S AND AR UNDER METER MUST LL NSTRU T NS AS ND ATED N T E
M ST URRENT VERS N ST RMTE S NSTALLAT NNSTRU T NS.
. BA LL NG VER T E AMBERS MUST LLRE U REMENTS AS ND ATED N T E M ST URRENT VERS N
ST RMTE S NSTALLAT N NSTRU T NS.
. T E NTRA T R MUST RE ER T ST RMTE SNSTALLAT N NSTRU T NS R A TABLE A E TABLEVE LE L ADS AT VAR US DE T S VER. T SN RMAT N S ALS AVA LABLE AT ST RMTE S EBS TEWWW.STORMTECH.COM. T E NTRA T R S RES NS BLE
R REVENT NG VE LES T AT E EED ST RMTE SRE U REMENTS R M TRAVEL NG A R SS R AR NG VERT E ST RM ATER S STEM. TEM RAR EN NG ARN NGTA E AND A R R ATEL L ATED S GNS ARE MM NLUSED T REVENT UNAUT R ED VE LES R M ENTER NGSENS T VE NSTRU T N AREAS.
. T E NTRA T R MUST A L ER S N AND SED MENTNTR L MEASURES T R TE T T E ST RM ATER S STEM
DUR NG ALL ASES S TE NSTRU T N ER L ALDES AND DES GN ENG NEER S S E AT NS.
. ST RMTE R DU T ARRANT S L M TED. SEE URRENTR DU T ARRANT R DETA LS. T A U RE A ALL
ST RMTE AT 1-888-892-2694 R V S T WWW.STORMTECH.COM
NSTALLAT N NSULTAT NS T NSTALL NG NTRA T RS.
A RE NSTALLAT N NSULTAT N. UR RE RESENTAT VES
NSTRU T N. ALL
ST RMTE . M
S " N T N LUD NG AVEMENT MA MUM VER S
MA UR M N MUM RE U RED VER S "
. AAS T M LASS N N VEN GE TE T LE LTER
D
B
A
N TE T AT T S LA ER S AVEMENT.
LL MATER AL R LA ER STARTS R M T ET T E EMBEDMENT ST NE B LA ER T
" AB VE T E T T E AMBER. N TET AT AVEMENT SUB BASE MA BE A ART T S LA ER.
EMBEDMENT ST NE SURR UND NG T EAMBERS R M T E UNDAT N ST NE
A LA ER T T E LA ER AB VE.
UNDAT N ST NE BEL AMBERS R MT E SUBGRADE U T T E T B TT M T E AMBER.
E LANS R AVEMENTRE U REMENTS.
GRANULAR ELL GRADED S L AGGREGATEM TURES NES. M ST AVEMENT SUBBASE MATER ALS AN BE USED N L EU T S LA ER.
N A
RE ARE ER ENG NEER S LANS. AVED NSTALLAT NSMA AVE STR NGENT MATER AL AND RE ARAT NRE U REMENTS.
BEG N M A T N A TER " MATER AL VER T EAMBERS S REA ED. M A T ADD T NAL LA ERS N
" L TS T A M N. STANDARD R T R DENS T .R LLER GR SS VE LE E G T N T T E EED
. D NAM R E N T T E EED .
N M A T N RE U RED.
LATE M A T R R LL T A EVE A STANDARDR T R DENS T .
MATER AL L AT N DES R T N M A T N DENS T RE U REMENTAAS T MDES GNAT N
A
B
D
LEAN RUS ED ANGULAR ST NEN M NAL S E D STR BUT NBET EEN N
LEAN RUS ED ANGULAR ST NEN M NAL S E D STR BUT NBET EEN N
LEASE N TE. T E L STED AAS T DES GNAT NS ARE R GRADAT NS NL . T E ST NE MUST ALS BE LEAN RUS ED ANGULAR. R E AM LE A S E AT N R
STONE WOULD STATE: “CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE”.
LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9” (MAX) LIFTS USING TWO FULL COVERAGES WITH AN APPROPRIATE COMPACTOR.
N TES. NS E T N RT MUST BE NNE TED T R UG
N UT L ATED AT ENTER AMBER.. ALL S EDULE TT NGS T BE S LVENT
EMENTED.
" S ED V U L NG
" S ED V
" S ED V
RE . " LE N AMBER . " LE SA RE D
N RETE LLAR
AVEMENT
N L LAST " NL NE DRA N
D G R AVED
PRO
JEC
TRE
VIS
ED
Dat
ePu
rpos
e
CO
PYR
IGH
T
John
B C
rouc
h III
AIA
28
Wes
t End
Ave
nue
Isl
e of
Pal
ms,
SC
29
451
Vx
843
.270
.297
6 Jo
hn@
Oce
anaD
esig
nLLC
.com
Fx
843
.886
.079
7
ISSU
EDC
ON
TEN
TSTh
ese
plan
s ar
e co
pyrig
hted
and
are
sub
ject
to p
rote
ctio
n as
an
"Arc
hite
ctur
alW
ork"
und
er s
ectio
n 10
2 of
the
Cop
yrig
ht A
ct 1
7 U
.S.O
. as
amen
ded
Dec
embe
r19
90 a
nd k
now
n as
the
Arch
itect
ural
Wor
ks P
rote
ctio
n Ac
t of 1
990.
The
pro
tect
ion
incl
udes
, but
is n
ot li
mite
d to
; the
ove
rall
form
, arra
ngem
ent a
nd c
ompo
sitio
n of
spac
es a
nd e
lem
ents
of t
he d
esig
n. U
nder
suc
h pr
otec
tion,
una
utho
rized
use
of
thes
e pl
ans,
wor
k, o
r bui
ldin
g re
pres
ente
d, c
anre
sult
in c
essa
tion
of c
onst
ruct
ion,
bui
ldin
gs b
eing
sei
zed
and/
or m
onet
ary
com
pens
atio
n to
Oce
ana
Des
ign
& C
onst
ruct
ion,
LLC
GEN
ERAL
NO
TED
O N
OT
SCAL
E FR
OM
TH
IS D
RAW
ING
All D
imen
sion
s. L
imit
Line
s, &
Set
back
s to
be
chec
ked
on s
iteby
the
Gen
eral
Con
tract
or p
rior t
o co
mm
enci
ng w
ork,
prep
arat
ion
of s
hop
draw
ings
, or o
rder
ing
mat
eria
ls.
Dat
e Pu
rpos
e03
.08.
17 C
DR
BAP
PLIC
ATIO
N
For:
HLA
M, I
nc.
This
dra
win
g is
the
excl
usiv
e pr
oper
ty o
f the
arc
hite
ct a
nd m
ay n
ot b
e us
ed o
r re
prod
uced
in w
hole
or
in p
art w
ithou
t the
writ
ten
cons
ent o
f the
arc
hite
ct.
Vio
lato
rs a
re s
ubje
ct to
lega
l act
ion.
SHEE
T1
OF
25
T 1.
1
AD
DIT
ION
S &
ALT
ERA
TIO
NS
TO:
MO
UN
T PL
EASA
NT
CO
LLIS
ION
CEN
TER
1423
STU
ART
ENG
ALS
BO
ULE
VARD
MO
UN
T PL
EASA
NT,
SO
UTH
CA
ROLI
NA
2946
4
TITL
E, C
OD
E, Z
ON
E, P
LAN
OF
DEV
ELO
PMEN
T IN
DEX
,PR
OJE
CT
DER
ECTO
RYN
ARR
ATI
VE
NOTE: DRAWINGS ARE HALF-SCALE ON 11X17 SHEET
FIN
AL
CD
RB R
EVIE
W
SHEET INDEXID
T 1.1
T 1.2
```
T 1.4
A 1.1
A 1.2
A 1.3
A 2.1
A 2.2
A 2.3
A 2.4
A 3.1
A 3.2
A 4.2
A 4.3
A 4.3
A 5.1
A 5.2
A 5.3
A 6.1
A 6.2
A 6.3
A 6.4
A 6.5
A 7.1
NameTITLE, CODE, ZONE, PLAN OF DEVELOPMENT INDEX, PROJECT DERECTORY NARRATIVE
SCHEDULES, LIFE SAFETY
SITE DETAILS, FENCE, SCREEN PLANTING & LANDSCAPE DETAILS
SCHEDULES
EXISTING & DEMO 1/16"=1'-0"
OFFICE ENTRY 1/4"-1/8"
PROPOSED FIRST FLOOR PLAN
EXISTING AND PROPOSED
PROPOSED ELEVATIONS 1/16"
PROPOSED ELEVATIONS FRONT, REAR, 1/4"
PROPOSED ELEVATION RIGHT AND LEFT
BUILDING SECTIONS
BUILDING SECTIONS
WALL SECTIONS
WALL SECTIONS
PER MANUF.
DETAILS
Layout
Layout
ENTRY LOBBY
PARTS AND PRODUCTION
OFFICE
DELIVERY BAY
BATHROOMS
FIRST FLOOR RCP
2 Sheet Index 1' = 1'-0"
F I N A L C D R B R E V I E W
PRO
JEC
TRE
VIS
ED
Dat
ePu
rpos
e
CO
PYR
IGH
T
John
B C
rouc
h III
AIA
28
Wes
t End
Ave
nue
Isl
e of
Pal
ms,
SC
29
451
Vx
843
.270
.297
6 Jo
hn@
Oce
anaD
esig
nLLC
.com
Fx
843
.886
.079
7
ISSU
EDC
ON
TEN
TSTh
ese
plan
s ar
e co
pyrig
hted
and
are
sub
ject
to p
rote
ctio
n as
an
"Arc
hite
ctur
alW
ork"
und
er s
ectio
n 10
2 of
the
Cop
yrig
ht A
ct 1
7 U
.S.O
. as
amen
ded
Dec
embe
r19
90 a
nd k
now
n as
the
Arch
itect
ural
Wor
ks P
rote
ctio
n Ac
t of 1
990.
The
pro
tect
ion
incl
udes
, but
is n
ot li
mite
d to
; the
ove
rall
form
, arra
ngem
ent a
nd c
ompo
sitio
n of
spac
es a
nd e
lem
ents
of t
he d
esig
n. U
nder
suc
h pr
otec
tion,
una
utho
rized
use
of
thes
e pl
ans,
wor
k, o
r bui
ldin
g re
pres
ente
d, c
anre
sult
in c
essa
tion
of c
onst
ruct
ion,
bui
ldin
gs b
eing
sei
zed
and/
or m
onet
ary
com
pens
atio
n to
Oce
ana
Des
ign
& C
onst
ruct
ion,
LLC
GEN
ERAL
NO
TED
O N
OT
SCAL
E FR
OM
TH
IS D
RAW
ING
All D
imen
sion
s. L
imit
Line
s, &
Set
back
s to
be
chec
ked
on s
iteby
the
Gen
eral
Con
tract
or p
rior t
o co
mm
enci
ng w
ork,
prep
arat
ion
of s
hop
draw
ings
, or o
rder
ing
mat
eria
ls.
Dat
e Pu
rpos
e03
.08.
17 C
DR
BAP
PLIC
ATIO
N
For:
HLA
M, I
nc.
This
dra
win
g is
the
excl
usiv
e pr
oper
ty o
f the
arc
hite
ct a
nd m
ay n
ot b
e us
ed o
r re
prod
uced
in w
hole
or
in p
art w
ithou
t the
writ
ten
cons
ent o
f the
arc
hite
ct.
Vio
lato
rs a
re s
ubje
ct to
lega
l act
ion.
SHEE
T4
OF
25
T 1.
4
AD
DIT
ION
S &
ALT
ERA
TIO
NS
TO:
MO
UN
T PL
EASA
NT
CO
LLIS
ION
CEN
TER
1423
STU
ART
ENG
ALS
BO
ULE
VARD
MO
UN
T PL
EASA
NT,
SO
UTH
CA
ROLI
NA
2946
4
SCH
EDU
LES
NOTE: DRAWINGS ARE HALF-SCALE ON 11X17 SHEET
FIN
AL
CD
RB R
EVIE
W
DOOR SCHEDULE
ID
D01
D01
D01
D01
D01
D01
D01
D02
D03
D04
D04
D05
D05
D06
D06
D07
D07
D07
D08
D08
D08
D10
D11
D13
D14
D15
D15
D16
D17
D18
D19
D20
D20
D21
D21
D21
D22
D24
D24
D24
D24
D25
DOORTYPE
---
---
---
Style 9
Style 9
Style 9
Style 9
Style 9
Style 9
Flush
Style 9
Flush
Style 9
Flush
Style 9
Flush
Flush
Style 9
Flush
Style 7
Style 9
Flush
Flush
Flush
Flush
Flush
No Grill
---
Flush
Flush
Flush
---
Flush
---
---
---
---
---
---
---
---
---
W12'-4 39/…
14'
18'-4 33/…
9'-7 1/2"
11'-10 2…
12'
12'
11'-10 2…
11'-10 2…
3'
11'-10 2…
3'
11'-10 2…
3'
11'-10 2…
3'
3'
11'-10 2…
3'
6'
17'-12"
3'
3'
3'
3'
3'
3'
3'
3'
3'
2'-10"
3'
3'
3'-7 7/16"
6'
6'-4 1/2"
3'
12'-4 1/2"
12'-4 1/2"
14'-9"
14'-9"
12'-4 1/2"
HT12'
12'
12'
10'
12'
10'
12'
12'
12'
7'
12'
7'
12'
7'
12'
6'-8"
7'
12'
7'
8'-2"
12'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
6'
8'-2 63/64"
6'
12'-4"
13'-7 47/…
13'-2 1/4"
17'-7 47/…
12'-4"
THK0'-1 37/64"
0'-5/64"
0'-1 37/64"
0'-1 1/4"
0'-1 1/4"
0'-1 1/4"
0'-1 1/4"
0'-1 1/4"
0'-1 1/4"
0'-1 1/4"
0'-1 1/4"
0'-1 1/4"
0'-1 1/4"
0'-1 1/4"
0'-1 1/4"
0'-1 1/4"
0'-1 1/4"
0'-1 1/4"
0'-1 1/4"
0'-1 37/64"
0'-1 1/4"
0'-1 1/4"
0'-1 1/4"
0'-1 1/4"
0'-1 1/4"
0'-1 1/4"
0'-1 1/4"
0'-1 37/64"
0'-1 1/4"
0'-1 1/4"
0'-1 1/4"
0'-1 37/64"
0'-1 1/4"
0'-1 37/64"
0'-1 37/64"
0'-1 37/64"
0'-1 37/64"
0'-1 37/64"
0'-1 37/64"
0'-1 37/64"
0'-1 37/64"
0'-1 37/64"
MATL---
---
---
---
---
---
---
---
---
---
---
---
---
---
GLZ---
---
---
---
---
---
---
---
---
---
---
---
---
FRAMEW
0'-1 31/32"
0'-4 59/64"
0'-1 31/32"
0'-2"
0'-2"
0'-2"
0'-2"
0'-2"
0'-2"
2.00"
0'-2"
2.00"
0'-2"
2.00"
0'-2"
2.00"
2.00"
0'-2"
2.00"
0'-2"
0'-2"
2.00"
2.00"
2.00"
2.00"
2.00"
2.00"
0'-1 31/32"
2.00"
2.00"
2.00"
0'-1 31/32"
2.00"
0'-1 31/32"
0'-1 31/32"
0'-1 31/32"
0'-1 31/32"
0'-1 31/32"
0'-1 31/32"
0'-1 31/32"
0'-1 31/32"
0'-1 31/32"
THK0'
0'-2 23/64"
0'
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'-4"
0'
0'-4"
0'-4"
0'-4"
0'
0'-4"
0'
0'
0'
0'
0'
0'
0'
0'
0'
DETAILSHEAD
---
---
---
---
---
---
---
---
---
---
---
---
---
JAMB---
---
---
---
---
---
---
---
---
---
---
---
---
SILL---
---
---
---
---
---
---
---
---
---
---
---
---
RATING HW SET
---
---
---
---
---
---
---
---
---
---
---
---
---
NOTES
---
---
---
---
---
---
---
---
---
---
---
---
---
WINDOW SCHEDULE
ID
A
A
A
A
A
SIZEWIDTH5'-9 17/32"
6'
6'
6'-1 13/64"
12'-2 63/64"
HEIGHT6'
6'
6'
6'
12'-9 45/64"
TYPE MATERIAL
06 | W Pine H
06 | W Pine H
05 | Aluminum Plain
06 | W Pine H
06 | W Pine H
NOTES
SCALE: 1' = 1'-0"
Door ScheduleT 1.4
SCALE: 1' = 1'-0"
Window ScheduleT 1.4
WOOD FENCE
BUILDINGGRAVEL
CONCRETE
ASPHALT
5' BUFFER
5' B
UFF
ER
EXISTING
16 DAMAGED VEHICLE PARKING SPACES
1.9
1.8
1.4
1.2
2.2
0.91.5
2.6
0.3
0.4
0.5
1.8
1.5
2.1
0.4
2.1
1.4
2.6
2.9
3.1
2.9
3.6
3.1
3.9
3.9
3.1
1.9
1.2
1.4
1.00.6
0.4
0.4
0.5
0.4
0.6
0.50.7
0.71.0
0.50.6
0.4
1.4
1.00.6
0.4
0.4
0.5
0.4
0.6
0.50.7
0.71.0
0.50.6
0.4
1.7
1.6
1.9
0.4
2.6
3.2
5.1
3.0
1.8
2.4
1.6
3.7
2.4
5.1
3.0
1.8
1.9
2.6
0.4
2.8
2.8
3.7
1.6
1.2
0.4
0.5
0.5
AREALAMP "A"
ADDITION
ASPHALTVEHICLE PARKING SPACES
PR
OJE
CT
AD
DIT
ION
S &
ALT
ERA
TIO
NS
TO:
MO
UN
T P
LEA
SAN
T C
OLL
ISIO
N C
ENTE
R14
23 S
TUAR
T EN
GAL
S BO
ULE
VARD
MO
UN
T PL
EASA
NT,
SO
UTH
CAR
OLI
NA
294
64
For:
HLA
M, I
nc.
REV
ISED
Dat
ePu
rpos
eC
OP
YRIG
HT
Thes
e pl
ans
are
copy
right
ed a
nd a
re s
ubje
ct t
o pr
otec
tion
as a
n"A
rchi
tect
ural
Wor
k" u
nder
sec
tion
102
of t
he C
opyr
ight
Act
17
U.S
.O.
as
amen
ded
Dec
embe
r 19
90
and
know
n as
th
eAr
chite
ctur
al
Wor
ks
Prot
ectio
n Ac
t of
19
90.
Th
e pr
otec
tion
incl
udes
, bu
t is
not
lim
ited
to;
the
over
all
form
, ar
rang
emen
t an
dco
mpo
sitio
n of
spa
ces
and
elem
ents
of
the
desi
gn.
Und
er s
uch
prot
ectio
n,
unau
thor
ized
us
e of
th
ese
plan
s,
wor
k,
or
build
ing
repr
esen
ted,
can
res
ult i
n ce
ssat
ion
of c
onst
ruct
ion,
bui
ldin
gs b
eing
seiz
ed
and/
or
mon
etar
y co
mpe
nsat
ion
to
Oce
ana
Des
ign
&C
onst
ruct
ion,
LLC
.
SHEE
T
Vx
843.2
70.2
976
Fx843.8
86.0
797
ISSU
EDD
ate
Purp
ose
03.0
8.17
CD
RB A
PPLI
CAT
ION
CO
NTE
NTS
AT 1.5
SITE LIGHTING PHOTOMETRIC DIAGRAM1" = 1'-0"NOTE:Units in FootcandlesGrid: 4.5' x 5.9'Lamp: See cut sheet at right
BT 1.5
AREA LAMP "A"1" = 1'-0"
T 1.5
SITE
LIG
HTI
NG
PH
OTO
MET
RIC
DIA
GRA
MAR
EA L
IGH
T C
UT
SHEE
T
PRO
JEC
TRE
VIS
ED
Dat
ePu
rpos
e
CO
PYR
IGH
T
John
B C
rouc
h III
AIA
28
Wes
t End
Ave
nue
Isl
e of
Pal
ms,
SC
29
451
Vx
843
.270
.297
6 Jo
hn@
Oce
anaD
esig
nLLC
.com
Fx
843
.886
.079
7
ISSU
EDC
ON
TEN
TSTh
ese
plan
s ar
e co
pyrig
hted
and
are
sub
ject
to p
rote
ctio
n as
an
"Arc
hite
ctur
alW
ork"
und
er s
ectio
n 10
2 of
the
Cop
yrig
ht A
ct 1
7 U
.S.O
. as
amen
ded
Dec
embe
r19
90 a
nd k
now
n as
the
Arch
itect
ural
Wor
ks P
rote
ctio
n Ac
t of 1
990.
The
pro
tect
ion
incl
udes
, but
is n
ot li
mite
d to
; the
ove
rall
form
, arra
ngem
ent a
nd c
ompo
sitio
n of
spac
es a
nd e
lem
ents
of t
he d
esig
n. U
nder
suc
h pr
otec
tion,
una
utho
rized
use
of
thes
e pl
ans,
wor
k, o
r bui
ldin
g re
pres
ente
d, c
anre
sult
in c
essa
tion
of c
onst
ruct
ion,
bui
ldin
gs b
eing
sei
zed
and/
or m
onet
ary
com
pens
atio
n to
Oce
ana
Des
ign
& C
onst
ruct
ion,
LLC
GEN
ERAL
NO
TED
O N
OT
SCAL
E FR
OM
TH
IS D
RAW
ING
All D
imen
sion
s. L
imit
Line
s, &
Set
back
s to
be
chec
ked
on s
iteby
the
Gen
eral
Con
tract
or p
rior t
o co
mm
enci
ng w
ork,
prep
arat
ion
of s
hop
draw
ings
, or o
rder
ing
mat
eria
ls.
Dat
e Pu
rpos
e03
.08.
17 C
DR
BAP
PLIC
ATIO
N
For:
HLA
M, I
nc.
This
dra
win
g is
the
excl
usiv
e pr
oper
ty o
f the
arc
hite
ct a
nd m
ay n
ot b
e us
ed o
r re
prod
uced
in w
hole
or
in p
art w
ithou
t the
writ
ten
cons
ent o
f the
arc
hite
ct.
Vio
lato
rs a
re s
ubje
ct to
lega
l act
ion.
SHEE
T2
OF
25
T 1.
2
AD
DIT
ION
S &
ALT
ERA
TIO
NS
TO:
MO
UN
T PL
EASA
NT
CO
LLIS
ION
CEN
TER
1423
STU
ART
ENG
ALS
BO
ULE
VARD
MO
UN
T PL
EASA
NT,
SO
UTH
CA
ROLI
NA
2946
4
SCH
EDU
LES,
LIF
E SA
FETY
NOTE: DRAWINGS ARE HALF-SCALE ON 11X17 SHEET
FIN
AL
CD
RB R
EVIE
W
ACCESSRESTROOM
WAITING
Three Hour Fire Separation
UTI
LITY
SAFE
TYST
ATIO
N
Low Planter& Display
SAFE
TYST
ATIO
N
UP
17
x 7
49/6
4" =
11'
-0"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
NEW
EXITSIG
N
NEW
EXITSIG
N
NEWEXITSIGN
NEWEXITSIGN
NEWEXITSIGN
NEWEXITSIGN
NEWEXITSIGN
NEWEXITSIGN
NEWEXITSIGN
NEWEXITSIGN
NEWEXITSIGN
FIRE EXTINGUISHER
FIRE EXTINGUISHER
FIRE EXTINGUISHER
FIRE EXTINGUISHER
FIRE EXTINGUISHER FIRE EXTINGUISHER
FIRE EXTINGUISHER
FIRE EXTINGUISHER
FIRE EXTINGUISHER FIRE EXTINGUISHER
NEWEXITSIGN
WS-23A 4.2
#DrgID#LayID
WS-20A 3.1
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
BS-18A 3.2
21#LayID
23A 1.1
25A 1.1
16'-11 11/32"
2'-3 11/16" 6' 7'-11/16" 1'-2 1/8"
113'
-3 3
1/32
"
24'-3
1/32
"11
'-9 1
1/64
"11
'-9 1
1/64
"1'
-8 6
3/64
"2'
-10
17/6
4"12
'-2 6
3/64
"2'
-10
15/6
4"10
'-3 1
9/64
"14
'-7 1
1/64
"7'
-10
31/6
4"7'
-10
31/6
4"5'
-4 4
7/64
"
3'-1
1/64
"14
'-8 1
/2"
3'-4
19/
64"
6'-1
13/
64"
5'-7
63/
64"
6'5'
-9 1
1/64
"5'
-9 1
7/32
"4'
-8 1
5/16
"3'
-2 1
/4"
3'-2
1/4
"5'
-9 1
/2"
2'-3
35/
64"
2'-6
"2'
-6"
6'2'
-6 3
/64"
6'-7
/8"
6'1'
-10
31/6
4"6'
1'-1
0 31
/64"
6'2'
-4 4
7/64
"
2'-3 29/64" 14'-9" 5'-7 9/32"
8'-2 19/32" 10'-10 47/64" 3'-9 31/32" 1'-10 5/64" 14'-6 25/32" 15'-23/32" 14'-10 33/64" 14'-11 41/64" 14'-10 1/16" 15'-1 23/32" 15'-41/64" 14'-11 63/64" 14'-7 35/64" 20'-13/16" 12'-5 7/64"
5'-2 19/32" 6' 5'-2 5/16" 3" 5'-5 25/64" 10"
22'-11 19/64" 168'-5 39/64"
2 1/
2"43
'-11
11/1
6"2
1/2"
22'-11 19/64" 2 5/64"3'-4" 6'-7 63/64" 12'-4 39/64" 2'-7 59/64" 12'-4 39/64" 2'-6 7/8" 12'-4 13/32" 2'-6 3/4" 12'-4 53/64" 14'-10 15/64" 2'-7 25/32" 12'-5 29/64" 2'-7 25/32" 12'-5 29/64" 2'-6 25/32" 12'-5 9/16" 2'-2 41/64" 12'-5 39/64" 4'-6 45/64" 18'-5 1/8" 3'-2 27/64"
2 1/
2"21
'-11
27/3
2"21
'-11
27/3
2"2
1/2"
8'-1
/32"14'-10 7/64"
31'-4
7/1
6"
2'-1
0 17
/64"
12'-2
63/
64"
2'-1
0 15
/64"
26'-10 1/2"
16'-3
3/4
"
#DrgID#LayID
##
BS-13A 3.1
B
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
22A 6.5
23A 6.5
24A 6.5
OFFICE003
A: 120 sq ft
ACCOUNTING OFFICE004
A: 152 sq ft
ACCOUNTING OFFICE001
A: 201 sq ft
REFRESHMENTS006
A: 63 sq ft
PARTS & PRODUCTION008
A: 394 sq ft
BODY SHOP010
A: 4,016 sq ftBODY SHOP
011A: 2,391 sq ft
BODY SHOP013
A: 1,070 sq ft
ENTRY/ WAITING002
A: 446 sq ft
BATH004
A: 46 sq ftH: 10'-0"
BATH005
A: 40 sq ftH: 10'-0"
BATH009
A: 101 sq ft
RECEPTION
WAITING AREA
PAPER HANDLING007
A: 40 sq ft
BODY SHOP012
A: 6,235 sq ft
ORTA LE FIRE EXTING ISHERS RE IRE ENTS
ALL PORTABLE FIRE EXTINGUISHERS SHALL COMPLY WITHLOCAL BUILDING CODE DEPARTMENT REQUIREMENTS ANDTHE NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS 2009
THE FIRE EXTINGUISHERS SIZE AND PLACEMENT SHALL COMPLYWITH TABLE 5.2.1 OF NFPA 10 UNDER ORDINARY HAZARD OCCUPANCYFOR CLASS A HAZARDS IN ALL AREAS OF THE TENANT SPACEEXCEPT FOR THE KITCHEN WHICH IS CLASS K HAZARD.
PROVIDE ONE CLASS A FIRE EXTINGUISHER IN PATRON AREA
PROVIDE ONE CLASS K FIRE EXTINGUISHER IN KITCHEN
ALL FIRE EXTINGUISHERS SHALL BE MAINTAINED IN A FULLY CHARGEDAND OPERABLE CONDITION AND SHALL BE KEPT IN THEIR DESIGNATEDPLACES AT ALL TIMES WHEN THEY ARE NOT BEING USED.
FIRE EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED WHERETHEY WILL BE READILY ACCESSIBLE AND IMMEDIATELY AVAILABLEIN THE EVENT OF FIRE. PREFERABLY, THEY SHALL BE LOCATED ALONGNORMAL PATHS OF TRAVEL, INCLUDING EXITS FROM AREAS.
FIRE EXTINGUISHERS WEIGHING UNDER 40 LBS. SHALL NOT BE MOUNTEDHIGHER THAN 5'-0" FROM THE TOP OF THE EXTINGUISHERS. EXTINGUISHERSWEIGHING OVER 40 LBS. SHALL NOT BE MOUNTED HIGHER THAN 3'-6".
CLASS K FIRE EXTINGUISHERS SHALL HAVE ADJACENT PLACARDMOUNTED ON WALL; SEE PLACARD DETAIL
1.
2.
3.
4.
5.
6.
7.
8.
GENERAL LIFE SAFET AND EGRESS NOTES:
EXIT SIGNS ARE EXIST. EXCEPT FOR ONENEW SIGN AT NEW DOORWAY TOOUTSIDE
EXIST. EMERGENCY LIGHTING ALREADYIN PLACE
EXIST. FIRE EXTINGUISHER
EXIST. ELECTRIC PANELS AND MAINCIRCUIT BREAKER TO REMAIN
ELECTRICAL LEGEND:
EXIST. F.E.
NEWEXITSIGN
SCALE: 1/8" = 1'-0"
1. LIFE SAFETY PLANT 1.2
PRO
JEC
TRE
VIS
ED
Dat
ePu
rpos
e
CO
PYR
IGH
T
John
B C
rouc
h III
AIA
28
Wes
t End
Ave
nue
Isl
e of
Pal
ms,
SC
29
451
Vx
843
.270
.297
6 Jo
hn@
Oce
anaD
esig
nLLC
.com
Fx
843
.886
.079
7
ISSU
EDC
ON
TEN
TSTh
ese
plan
s ar
e co
pyrig
hted
and
are
sub
ject
to p
rote
ctio
n as
an
"Arc
hite
ctur
alW
ork"
und
er s
ectio
n 10
2 of
the
Cop
yrig
ht A
ct 1
7 U
.S.O
. as
amen
ded
Dec
embe
r19
90 a
nd k
now
n as
the
Arch
itect
ural
Wor
ks P
rote
ctio
n Ac
t of 1
990.
The
pro
tect
ion
incl
udes
, but
is n
ot li
mite
d to
; the
ove
rall
form
, arra
ngem
ent a
nd c
ompo
sitio
n of
spac
es a
nd e
lem
ents
of t
he d
esig
n. U
nder
suc
h pr
otec
tion,
una
utho
rized
use
of
thes
e pl
ans,
wor
k, o
r bui
ldin
g re
pres
ente
d, c
anre
sult
in c
essa
tion
of c
onst
ruct
ion,
bui
ldin
gs b
eing
sei
zed
and/
or m
onet
ary
com
pens
atio
n to
Oce
ana
Des
ign
& C
onst
ruct
ion,
LLC
GEN
ERAL
NO
TED
O N
OT
SCAL
E FR
OM
TH
IS D
RAW
ING
All D
imen
sion
s. L
imit
Line
s, &
Set
back
s to
be
chec
ked
on s
iteby
the
Gen
eral
Con
tract
or p
rior t
o co
mm
enci
ng w
ork,
prep
arat
ion
of s
hop
draw
ings
, or o
rder
ing
mat
eria
ls.
Dat
e Pu
rpos
e03
.08.
17 C
DR
BAP
PLIC
ATIO
N
For:
HLA
M, I
nc.
This
dra
win
g is
the
excl
usiv
e pr
oper
ty o
f the
arc
hite
ct a
nd m
ay n
ot b
e us
ed o
r re
prod
uced
in w
hole
or
in p
art w
ithou
t the
writ
ten
cons
ent o
f the
arc
hite
ct.
Vio
lato
rs a
re s
ubje
ct to
lega
l act
ion.
SHEE
T3
OF
25
```
AD
DIT
ION
S &
ALT
ERA
TIO
NS
TO:
MO
UN
T PL
EASA
NT
CO
LLIS
ION
CEN
TER
1423
STU
ART
ENG
ALS
BO
ULE
VARD
MO
UN
T PL
EASA
NT,
SO
UTH
CA
ROLI
NA
2946
4
SITE
DET
AIL
S, F
ENC
E,SC
REEN
PLA
NTI
NG
&LA
ND
SCA
PE D
ETA
ILS
NOTE: DRAWINGS ARE HALF-SCALE ON 11X17 SHEET
FIN
AL
CD
RB R
EVIE
W
BB
AA
CC
EE
2
2
3
3
4
4
5
5
6
6
1
1
7
7
8
8
DD
AA
WS-23A 4.2
#DrgID#LayID
WS-20A 3.1
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
BS-18A 3.2
BS-18A 3.2
1A 4.3
9A 1.1
.2A 2.3
19A 1.1
20A 2.4
21#LayID
23A 1.1
25A 1.1
#DrgID#LayID
#DrgID#LayID
BS-13A 3.1
BS-13A 3.1
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
22A 6.5
23A 6.5
24A 6.5
2'-3
1/2
"
2'-2
1/4
"
18'
9'
SLATTED SCREEN WALL OPAQUE FENCE
OPA
QU
E FE
NC
E
SLAT
TED
SC
REE
N W
ALL
SLATTED SCREEN WALL OPAQUE FENCE
1419 STUART ENGALS BLVD.
EDG
E O
F R
OC
K
1414
WAL
L
(ENTIRE BACK YARD)
EXIST. ROCK PARKING LOT
EXIST. ROCK PARKING LOTEXIST.
SLABEXIST. CONC.
SLAB
EXIS
T. C
ON
C.
SEPTIC TANKEXIST.
16 16
16
15
15
15
14
14
14
14
14
1413
13
13
12.4
12.9
13.0
13.9
13.3 12.6
13.412.413.7
14.0
13.5
13.314.6
14.6
14.4
15.2
14.7
15.3
15.7 15.5
15.6
15.615.4
15.0
14.5
13.7
14.8
15.0
15.1
15.9
15.8
14.3
14.7X
X
X
X
X
X
X
X
X
X
XX
X
XX
X
X
X
X
X
X X
X
X
X X X
XX
X
X
X
X
X15.6 EXISTING GROUND ELEVATION
8"MAG
12"O8"O
10"O
9"O
16"G
20"G18"G14"O
32" STUMP
7",7",6"HB
17"P
20"G
13"P
HB HACK BERRY
NGVD 29
PORTION OF LOT 4
REFERENCES:
IN PLAT BOOK CC PAGE 48
1. PLAT BY E. M. SEABROOK, JR., INC. DATED 3/18/92 RECORDED IN CHARLESTON COUNTY RMC OFFICE
13.1
'
20.1' 13.1
'
20.1'
64.0
'
28.8'
17.0
'
10.2' 0.9' 7.1' 12
.3'
7.1'
33.9
'
39.2'
A/C
POST 18.12FFE X EXIST. SHED
BUILDINGWOOD & BLOCK
1-STORY
SIGN/POST
SIGN/POST
SIGN/LIGHT
SIGN/LIGHT
583'
± T
O L
OU
ISE
TER
RAC
E
CENTER AVE.
LOUISE TERRACE
U. S
. HW
Y. 1
7 R/
W V
ARIE
S
STUA
RT E
NGAL
S BL
VD.
SITES
TUA
RT
EN
GA
LS B
LVD
.
CAMBRIDGE LAKES HPR
STEPHEN H. BERMANAND LAURIE R. BERMAN
WPE HOLDINGS II, LLC
HLAM, INC.
U. S
. HW
Y. 1
7 R
/W V
AR
IES
TMS 559-14-00-002
TMS 559-14-00-004
TMS 559-14-00-003
N
0.63 AC.27,236 SQ. FT.
0
SCALE IN FEET
6040201020
P PINEO OAKMAG MAGNOLIA
G GUMTREE LEGEND
IPF IRON PIPE FOUND
LEGEND
OUTSIDE 500 YEAR FLOOD PLAIN. SHOWN HEREON LIES IN FLOOD ZONE X- DATED NOVEMBER 17, 2004, THE PROPERTY INSURANCE RATE MAP NUMBER 45019C 0536 J
2. BASED ON INTERPRETATION OF FEMA FLOOD1. AREA DETERMINED BY COORDINATES
NOT TO SCALELOCATION MAP
NOTES:
STAT
E PL
ANE
N
1423 STUART ENGALS BLVD.
ZONING AND SETBACKS:THIS PROPERTY IS ZONED AB-2 (AREAWIDE BUSINESS 2).
MAXIMUM HEIGHT: 35 FEET REAR: 15 FEET
SIDE YARD: 30 FEET (CORNER LOT) FRONT/STREET SIDE: 30 FEET
MINIMUM SETBACKS:
SIDE YARD: 10 FEET
NOTE: FOR PROPERTIES REQUIRING DESIGN REVIEW APPROVAL, THE SETBACK DISTANCESFROM LOT LINE HAVING STREET FRONTAGE SHALL BE DETERMINED BY THE DESIGNREVIEW APPROVAL PROCESS, USING A BUILD-TO LINE OF 20 TO 30 FEET.
MARY H. SIKKEMATMS 559-14-00-059
TS INVESTMENTS I, LLC
LIMITS OF CHARLESTON COUNTY
LIMITS OF THE
ZONED AB-2
ZONED AB-2
ZONED AB
ZONED CHARLESTON COUNTY OD-MP
OR FURTHER DEVELOPMENT OF THIS PROPERTY. SUBSURFACE GRAVE SITES THAT MAY AFFECT THE USE AS PART OF THIS SURVEY. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS WERE NOT EXAMINED OR CONSIDERED CEMETERIES OR BURIAL GROUNDS ON THIS PROPERTY.
4. THERE IS NO OBSERVABLE EVIDENCE OF THE LOCATION OF
3. THE ABSENCE OR PRESENCE OF U. S. ARMY CORPS OF ENGINEERS JURISDICTIONAL WETLANDS HAS NOT BEEN DETERMINED BY THIS SURVEY.
LOT 5
LOT 6
LOT 3 ANDPORTION OF LOT 4
299.52'S66°54'42"E
100.
00'
N23
°17'
41"E
90.4
0'N
23°1
7'41
"E
N66°42'16"W
299.39'
S23°
22'0
9"W
91.4
8'
S23°
22'0
9"W
100.
00'
299.65'
S66°54'42"E
EDG
E O
F PA
VEM
ENT
BUILDING
CO
NC
RET
E
CO
NC
RET
E
GRAVEL
CONCRETE
ASPHALT
A/C
PROPANETANK
1"IPF
CP
5/8"IRF 5/8"
IRF
CP
CP
TBM - MAG NAIL
ELEV. 15.11 NGVD 29
PP
LP
PHONEPEDESTAL
METER
PROPANETANK
CAR
LIF
T
CAR
LIF
T
MAI
L BO
X
23"P
36"O
15"G
22"O16"O
6"O20"O
8"O
15"O
POSTG
ATE
FEN
CE
FENCE
RO
AD C
ENTE
RLI
NE
CONCRETEX FFE 15.4 NGVD 29
X FFE 15.4 NGVD 29
X FFE 18.1 NGVD 29
GARAGE SLAB
COCO
POST
CP COMPUTED POINT
IRF IRON REBAR FOUND
CO CLEANOUT
LP LIGHT POLEPP POWER POLE
14.69
14.6014.6014.80
14.9715.05
14.92
14.98
14.89
15.06
14.9
5
15.0815.13
15.15
14.92
15.22
15.27
15.04 15.2115.12
15.1515.03
15.04
15.52
15.30
15.20
15.2415.30
15.29
15.38
15.31
15.35
15.3315.28
15.26
15.20
15.1915.16
15.1615.17
15.21
14.8314.25
14.8414.99
13.86
14.19
14.83
15.23
15.29
14.6414.92
14.8814.83
14.78
15.02 15.0414.77
15.12
15.22
15.1615.1815.1
15.1
15.4 15.4 14.8 14.1 14.1 13.8
13.7
13.8
14.6
14.6
13.9 13.9
14.9 14.814.5
13.8 13.714.214.7 14.7
15.0TOWN OF MOUNT PLEASANT
LIM
ITS
OF
THE
TOW
N O
FM
OU
NT
PLEA
SAN
T
15
15
29958 SQ. FT.0.69 ACRES
27232 SQ. FT.0.63 ACRES
ZONED MF
5' BUFFER
5' B
UFF
ER
10' B
UFF
ER
299 LF 5' TYPE A BUFFERCANOPY TREES REQUIRED = 2X2.99= 6UNDERSTORY TREES REQUIRED = 3X2.99= 9SHRUBS REQUIRED = 10X2.99= 30
90 LF 5' TYPE A BUFFERCANOPY TREES REQUIRED = 2X0.90= 2UNDERSTORY TREES REQUIRED = 3X0.90= 3SHRUBS REQUIRED = 10X0.90= 9
91 LF 10' TYPE B BUFFERCANOPY TREES REQUIRED = 3X0.91= 3UNDERSTORY TREES REQUIRED = 3X0.91= 3SHRUBS REQUIRED = 15X0.91= 14
3-CANOPY TREES EXISTING
9-UNDERSTORY TREES PROVIDED30-SHRUBS PROVIDED
2-CANOPY TREES PROVIDED3-UNDERSTORY TREES PROVIDED9-SHRUBS PROVIDED
2-CANOPY TREES PROVIDED3-UNDERSTORY TREES PROVIDED14-SHRUBS PROVIDED
1-CANOPY TREE EXISTING
3-CANOPY TREES PROVIDED
14.5
14.0
14.3
DITOP 14.4
15" RCP
INV. 11.45
15" RCP
INV. 12.69
12.67
13.0
DIT
CH
15" RCP
INV. 12.56
15" R
CP
INV.
12.
70
13.2
DIT
CH
13.5
PROPOSED PALM TREES
BUILDING
WOOD FENCEEXISTING OPAQUE
OPA
QU
E
TRAFFIC FLOW
TREE LINE
EXISTING TREES,
5. ALL SERVICE AND REPAIR OPERATIONS ARE CONDUCTED WITHIN A FULLY ENCLOSED BUILDING OR BUILDINGS.
6. THERE IS NO ELEVATED DISPLAY OF VEHICLES OR EQUIPMENT.7. ANY OUTDOOR STORAGE OF WRECKED VEHICLES, DISMANTLED PARTS, SUPPLIES,
OR SIMILAR MATERIALS SHALL BE SCREENED WITH AN OPAQUE FENCE OR WALL.8. NO OUTDOOR LOUD SPEAKERS ARE INSTALLED OR UTILIZED IF THE PROPERTY
IS WITHIN 300 FEET OF A RESIDENTIALLY ZONED PROPERTY.
EXISTING
PROPOSED
40.3
'
190.9'
190.9'
40.3
'
EXIS
T.
EXISTING LANDSCAPE
LANDSCAPING, VEGETATIONAND STORMWATER DETENTION
AREA
PARKING:AREA OF COMMERCIAL BUILDING - 16,283 SQ. FT.EMPLOYEES - 15
PARKING SPACES:HANDICAPPED - 1DAMAGED VEHICLES - 16 OUTSIDE - ADDITIONAL INSIDE NEW BUILDINGCUSTOMER & EMPLOYEE - 29
16 DAMAGED VEHICLE PARKING SPACES
126,006 sq. ft.
0.60 acres
TREE TO BE REMOVED
21.5'
13.8
'
66.8
'
16.3'
8.0'
175.0'
45.0
'
GAT
E
PRO
JEC
TRE
VIS
ED
Dat
ePu
rpos
e
CO
PYR
IGH
T
John
B C
rouc
h III
AIA
28
Wes
t End
Ave
nue
Isl
e of
Pal
ms,
SC
29
451
Vx
843
.270
.297
6 Jo
hn@
Oce
anaD
esig
nLLC
.com
Fx
843
.886
.079
7
ISSU
EDC
ON
TEN
TSTh
ese
plan
s ar
e co
pyrig
hted
and
are
sub
ject
to p
rote
ctio
n as
an
"Arc
hite
ctur
alW
ork"
und
er s
ectio
n 10
2 of
the
Cop
yrig
ht A
ct 1
7 U
.S.O
. as
amen
ded
Dec
embe
r19
90 a
nd k
now
n as
the
Arch
itect
ural
Wor
ks P
rote
ctio
n Ac
t of 1
990.
The
pro
tect
ion
incl
udes
, but
is n
ot li
mite
d to
; the
ove
rall
form
, arra
ngem
ent a
nd c
ompo
sitio
n of
spac
es a
nd e
lem
ents
of t
he d
esig
n. U
nder
suc
h pr
otec
tion,
una
utho
rized
use
of
thes
e pl
ans,
wor
k, o
r bui
ldin
g re
pres
ente
d, c
anre
sult
in c
essa
tion
of c
onst
ruct
ion,
bui
ldin
gs b
eing
sei
zed
and/
or m
onet
ary
com
pens
atio
n to
Oce
ana
Des
ign
& C
onst
ruct
ion,
LLC
GEN
ERAL
NO
TED
O N
OT
SCAL
E FR
OM
TH
IS D
RAW
ING
All D
imen
sion
s. L
imit
Line
s, &
Set
back
s to
be
chec
ked
on s
iteby
the
Gen
eral
Con
tract
or p
rior t
o co
mm
enci
ng w
ork,
prep
arat
ion
of s
hop
draw
ings
, or o
rder
ing
mat
eria
ls.
Dat
e Pu
rpos
e03
.08.
17 C
DR
BAP
PLIC
ATIO
N
For:
HLA
M, I
nc.
This
draw
ing is
the
exclu
sive
prop
erty
of t
he a
rchit
ect a
nd m
ay n
ot b
e us
ed o
r rep
rodu
ced
in w
hole
or in
par
t with
out t
he w
ritte
n co
nsen
t of t
he a
rchit
ect.
Vio
lator
s ar
e su
bjec
t to
legal
actio
n.
SHEE
T5
OF
25
A 1.
1
AD
DIT
ION
S &
ALT
ERA
TIO
NS
TO:
MO
UN
T PL
EASA
NT
CO
LLIS
ION
CEN
TER
1423
STU
ART
ENG
ALS
BO
ULE
VARD
MO
UN
T PL
EASA
NT,
SO
UTH
CA
ROLI
NA
2946
4
EXIS
TIN
G &
DEM
O1/
16"=
1'-0
"
NOTE: DRAWINGS ARE HALF-SCALE ON 11X17 SHEET
FIN
AL
CD
RB R
EVIE
W
UP
17
x 7
3/4"
= 1
1'-0
"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
Custom12'-0" by 10'-0"
Custom12'-0" by 10'-0"
Custom12'-0" by 10'-0"
Custom12'-0" by 10'-0"
Custom9'-7 1/2" by 10'-0"
Custom9'-7 1/2" by 10'-0"
Custom9'-7 1/2" by 10'-0"
UP
17
x 7
3/4"
= 1
1'-0
"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
FIRE EXTINGUISHER
FIRE EXTINGUISHER
FIRE EXTINGUISHER FIRE EXTINGUISHER
FIRE EXTINGUISHER
WS-20A 3.1
#DrgID#LayID
#DrgID#LayID
23A 1.1
25A 1.1
24A 6.5
SCALE: 3/32" = 1'-0"
1. FIRST FLOOR DEMOLITIONA 1.1
SCALE: 1/8" = 1'-0"
9 FRONT ELEVATION EXISTINGA 1.1
SCALE: 1/8" = 1'-0"
9 FRONT ELEVATION DEMOLITION PLANA 1.1
SCALE: 1/8" = 1'-0"
19 LEFT ELEVATIONA 1.1
SCALE: 3/32" = 1'-0"
1st FLOOR EXISTING WITH FRAMEA 1.1
TO BE REMOVEDTO BE REMOVED
TO BE REMOVEDFACADE TO BE REMOVED
STAIRS TO REMAIN
EXISTING TO REMAINDEMO. OPNG. DEMO.EXTERIORWALL
EXISTING TO REMAIN
TO BE DEMOLISHED
EXISTING STEEL FRAME TO REMAIN
PRO
JEC
TRE
VIS
ED
Dat
ePu
rpos
e
CO
PYR
IGH
T
John
B C
rouc
h III
AIA
28
Wes
t End
Ave
nue
Isl
e of
Pal
ms,
SC
29
451
Vx
843
.270
.297
6 Jo
hn@
Oce
anaD
esig
nLLC
.com
Fx
843
.886
.079
7
ISSU
EDC
ON
TEN
TSTh
ese
plan
s ar
e co
pyrig
hted
and
are
sub
ject
to p
rote
ctio
n as
an
"Arc
hite
ctur
alW
ork"
und
er s
ectio
n 10
2 of
the
Cop
yrig
ht A
ct 1
7 U
.S.O
. as
amen
ded
Dec
embe
r19
90 a
nd k
now
n as
the
Arch
itect
ural
Wor
ks P
rote
ctio
n Ac
t of 1
990.
The
pro
tect
ion
incl
udes
, but
is n
ot li
mite
d to
; the
ove
rall
form
, arra
ngem
ent a
nd c
ompo
sitio
n of
spac
es a
nd e
lem
ents
of t
he d
esig
n. U
nder
suc
h pr
otec
tion,
una
utho
rized
use
of
thes
e pl
ans,
wor
k, o
r bui
ldin
g re
pres
ente
d, c
anre
sult
in c
essa
tion
of c
onst
ruct
ion,
bui
ldin
gs b
eing
sei
zed
and/
or m
onet
ary
com
pens
atio
n to
Oce
ana
Des
ign
& C
onst
ruct
ion,
LLC
GEN
ERAL
NO
TED
O N
OT
SCAL
E FR
OM
TH
IS D
RAW
ING
All D
imen
sion
s. L
imit
Line
s, &
Set
back
s to
be
chec
ked
on s
iteby
the
Gen
eral
Con
tract
or p
rior t
o co
mm
enci
ng w
ork,
prep
arat
ion
of s
hop
draw
ings
, or o
rder
ing
mat
eria
ls.
Dat
e Pu
rpos
e03
.08.
17 C
DR
BAP
PLIC
ATIO
N
For:
HLA
M, I
nc.
This
draw
ing is
the
exclu
sive
prop
erty
of t
he a
rchit
ect a
nd m
ay n
ot b
e us
ed o
r rep
rodu
ced
in w
hole
or in
par
t with
out t
he w
ritte
n co
nsen
t of t
he a
rchit
ect.
Vio
lator
s ar
e su
bjec
t to
legal
actio
n.
SHEE
T6
OF
25
A 1.
2
AD
DIT
ION
S &
ALT
ERA
TIO
NS
TO:
MO
UN
T PL
EASA
NT
CO
LLIS
ION
CEN
TER
1423
STU
ART
ENG
ALS
BO
ULE
VARD
MO
UN
T PL
EASA
NT,
SO
UTH
CA
ROLI
NA
2946
4
OFF
ICE
ENTR
Y 1/
4"-1
/8"
NOTE: DRAWINGS ARE HALF-SCALE ON 11X17 SHEET
FIN
AL
CD
RB R
EVIE
W
ACCESSRESTROOM
WAITING
Three Hour Fire Separation
UTI
LITY
SAFE
TYST
ATIO
N
Low Planter& Display
SAFE
TYST
ATIO
N
UP
17
x 7
3/4"
= 1
1'-0
"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
WS-23A 4.2
WS-20A 3.1
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
21#LayID
23A 1.1
25A 1.1
16'-11 3/8"
2'-3 3/4" 6' 7'-5/8" 1'-2 1/8"
113'
-4"
24'-1
"11
'-9 1
/8"
11'-9
1/8
"1'
-9"
2'-1
0 1/
4"12
'-3"
2'-1
0 1/
4"10
'-3 1
/4"
14'-7
1/8
"7'
-10
1/2"
7'-1
0 1/
2"5'
-4 3
/4"
3'-1
/8"
14'-8
1/2
"3'
-4 1
/4"
6'-1
1/4
"5'
-8"
6'5'
-9 1
/8"
5'-9
1/2
"4'
-9"
3'-2
1/4
"3'
-2 1
/4"
5'-9
1/2
"2'
-3 1
/2"
2'-6
"2'
-6"
6'2'
-6"
6'-7
/8"
6'1'
-10
1/2"
6'1'
-10
1/2"
6'2'
-4 3
/4"
22'-7 3/4"
2'-3 1/2" 14'-9" 5'-7 1/4"
8'-2 5/8" 10'-10 3/4" 3'-10" 1'-10 1/8" 14'-6 3/4" 15'-3/4" 14'-10 1/2" 14'-11 5/8" 14'-10 1/8" 15'-1 3/4" 15'-5/8" 15'
5'-2 5/8" 6' 5'-2 1/4" 3" 5'-5 3/8" 10"
22'-11 1/4" 168'-5 5/8"
22'-11 1/4" 2 1/8" 3'-4" 6'-8" 12'-4 5/8" 2'-7 7/8" 12'-4 5/8" 2'-6 7/8" 12'-4 3/8" 2'-6 3/4" 12'-4 7/8" 14'-10 1/4" 2'-7 3/4" 12'-5 1/2" 2'-7 3/4" 12'-5 1/2" 2'-6 3/4"
14'-10 1/8"
31'-4
1/2
"
2'-1
0 1/
4"12
'-3"
2'-1
0 1/
4"
26'-10 1/2"
16'-3
3/4
"
BS-13A 3.1
#DrgID#LayID
22A 6.5
23A 6.5
24A 6.5
OFFICE003
A: 120 sq ft
ACCOUNTING OFFICE004
A: 152 sq ft
ACCOUNTING OFFICE001
A: 201 sq ft
REFRESHMENTS006
A: 63 sq ft
PARTS & PRODUCTION008
A: 394 sq ft
BODY SHOP010
A: 4,016 sq ft
ENTRY/ WAITING002
A: 446 sq ft
BATH004
A: 46 sq ftH: 10'-0"
BATH005
A: 40 sq ftH: 10'-0"
BATH009
A: 101 sq ft
RECEPTION
WAITING AREA
PAPER HANDLING007
A: 40 sq ft
BODY SHOP012
A: 6,235 sq ft
SCALE: 1/8" = 1'-0"
1 FIRST FLOORA 1.2
SCALE: 1:1.67
PERSPECTIVE 40A 1.2
SCALE: 1:1.67
PERSPECTIVE 42A 1.2
SCALE: 1' = 1'-0"
PERSPECTIVE 41A 1.2
PRO
JEC
TRE
VIS
ED
Dat
ePu
rpos
e
CO
PYR
IGH
T
John
B C
rouc
h III
AIA
28
Wes
t End
Ave
nue
Isl
e of
Pal
ms,
SC
29
451
Vx
843
.270
.297
6 Jo
hn@
Oce
anaD
esig
nLLC
.com
Fx
843
.886
.079
7
ISSU
EDC
ON
TEN
TSTh
ese
plan
s ar
e co
pyrig
hted
and
are
sub
ject
to p
rote
ctio
n as
an
"Arc
hite
ctur
alW
ork"
und
er s
ectio
n 10
2 of
the
Cop
yrig
ht A
ct 1
7 U
.S.O
. as
amen
ded
Dec
embe
r19
90 a
nd k
now
n as
the
Arch
itect
ural
Wor
ks P
rote
ctio
n Ac
t of 1
990.
The
pro
tect
ion
incl
udes
, but
is n
ot li
mite
d to
; the
ove
rall
form
, arra
ngem
ent a
nd c
ompo
sitio
n of
spac
es a
nd e
lem
ents
of t
he d
esig
n. U
nder
suc
h pr
otec
tion,
una
utho
rized
use
of
thes
e pl
ans,
wor
k, o
r bui
ldin
g re
pres
ente
d, c
anre
sult
in c
essa
tion
of c
onst
ruct
ion,
bui
ldin
gs b
eing
sei
zed
and/
or m
onet
ary
com
pens
atio
n to
Oce
ana
Des
ign
& C
onst
ruct
ion,
LLC
GEN
ERAL
NO
TED
O N
OT
SCAL
E FR
OM
TH
IS D
RAW
ING
All D
imen
sion
s. L
imit
Line
s, &
Set
back
s to
be
chec
ked
on s
iteby
the
Gen
eral
Con
tract
or p
rior t
o co
mm
enci
ng w
ork,
prep
arat
ion
of s
hop
draw
ings
, or o
rder
ing
mat
eria
ls.
Dat
e Pu
rpos
e03
.08.
17 C
DR
BAP
PLIC
ATIO
N
For:
HLA
M, I
nc.
This
draw
ing is
the
exclu
sive
prop
erty
of t
he a
rchit
ect a
nd m
ay n
ot b
e us
ed o
r rep
rodu
ced
in w
hole
or in
par
t with
out t
he w
ritte
n co
nsen
t of t
he a
rchit
ect.
Vio
lator
s ar
e su
bjec
t to
legal
actio
n.
SHEE
T7
OF
25
A 1.
3
AD
DIT
ION
S &
ALT
ERA
TIO
NS
TO:
MO
UN
T PL
EASA
NT
CO
LLIS
ION
CEN
TER
1423
STU
ART
ENG
ALS
BO
ULE
VARD
MO
UN
T PL
EASA
NT,
SO
UTH
CA
ROLI
NA
2946
4
PRO
POSE
D F
IRST
FLO
OR
PLA
N
NOTE: DRAWINGS ARE HALF-SCALE ON 11X17 SHEET
FIN
AL
CD
RB R
EVIE
W
ACCESSRESTROOM
WAITING
Three Hour Fire Separation
UTI
LITY
SAFE
TYST
ATIO
N
Low Planter& Display
NEW
SAFE
TYST
ATIO
N
UP
17
x 7
3/4"
= 1
1'-0
"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
WS-23A 4.2
#DrgID#LayID
WS-20A 3.1
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
BS-1A 3.2
BS-1A 3.2
1A 4.3
21#LayID
23A 1.1
25A 1.1
16'-11 3/8"
2'-3 3/4" 6' 7'-5/8" 1'-2 1/8"
113'
-4"
24'-1
"11
'-9 1
/8"
11'-9
1/8
"1'
-9"
2'-1
0 1/
4"12
'-3"
2'-1
0 1/
4"10
'-3 1
/4"
14'-7
1/8
"7'
-10
1/2"
7'-1
0 1/
2"5'
-4 3
/4"
3'-1
/8"
14'-8
1/2
"3'
-4 1
/4"
6'-1
1/4
"5'
-8"
6'5'
-9 1
/8"
5'-9
1/2
"4'
-9"
3'-2
1/4
"3'
-2 1
/4"
5'-9
1/2
"2'
-3 1
/2"
2'-6
"2'
-6"
6'2'
-6"
6'-7
/8"
6'1'
-10
1/2"
6'1'
-10
1/2"
6'2'
-4 3
/4"
22'-7 3/4"
2'-3 1/2" 14'-9" 5'-7 1/4"
8'-2 5/8" 10'-10 3/4" 3'-10" 1'-10 1/8" 14'-6 3/4" 15'-3/4" 14'-10 1/2" 14'-11 5/8" 14'-10 1/8" 15'-1 3/4" 15'-5/8" 15' 14'-7 1/2" 20'-7/8" 12'-5 1/8"
5'-2 5/8" 6' 5'-2 1/4" 3" 5'-5 3/8" 10"
22'-11 1/4" 168'-5 5/8"
2 1/
2"43
'-11
5/8"
2 1/
2"
22'-11 1/4" 2 1/8" 3'-4" 6'-8" 12'-4 5/8" 2'-7 7/8" 12'-4 5/8" 2'-6 7/8" 12'-4 3/8" 2'-6 3/4" 12'-4 7/8" 14'-10 1/4" 2'-7 3/4" 12'-5 1/2" 2'-7 3/4" 12'-5 1/2" 2'-6 3/4" 12'-5 5/8" 2'-2 5/8" 12'-5 5/8" 4'-6 3/4" 18'-5 1/8" 3'-2 3/8"
2 1/
2"21
'-11
7/8"
21'-1
1 7/
8"2
1/2"
8'
14'-10 1/8"
31'-4
1/2
"
2'-1
0 1/
4"12
'-3"
2'-1
0 1/
4"
26'-10 1/2"
16'-3
3/4
"
BS-13A 3.1
BS-13A 3.1
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
22A 6.5
23A 6.5
24A 6.5
OFFICE003
A: 120 sq ft
ACCOUNTING OFFICE004
A: 152 sq ft
ACCOUNTING OFFICE001
A: 201 sq ft
REFRESHMENTS006
A: 63 sq ft
PARTS & PRODUCTION008
A: 394 sq ft
BODY SHOP010
A: 4,016 sq ftBODY SHOP
011A: 2,391 sq ft
BODY SHOP013
A: 1,070 sq ft
ENTRY/ WAITING002
A: 446 sq ft
BATH004
A: 46 sq ftH: 10'-0"
BATH005
A: 40 sq ftH: 10'-0"
BATH009
A: 101 sq ft
EXISTING
BUILD
ING
SEPARATO
R
RECEPTION
WAITING AREA
PAPER HANDLING007
A: 40 sq ft
BODY SHOP012
A: 6,235 sq ft
SCALE: 1/8" = 1'-0"
1 PROPOSED FIRST FLOORA 1.3
PRO
JEC
TRE
VIS
ED
Dat
ePu
rpos
e
CO
PYR
IGH
T
John
B C
rouc
h III
AIA
28
Wes
t End
Ave
nue
Isl
e of
Pal
ms,
SC
29
451
Vx
843
.270
.297
6 Jo
hn@
Oce
anaD
esig
nLLC
.com
Fx
843
.886
.079
7
ISSU
EDC
ON
TEN
TSTh
ese
plan
s ar
e co
pyrig
hted
and
are
sub
ject
to p
rote
ctio
n as
an
"Arc
hite
ctur
alW
ork"
und
er s
ectio
n 10
2 of
the
Cop
yrig
ht A
ct 1
7 U
.S.O
. as
amen
ded
Dec
embe
r19
90 a
nd k
now
n as
the
Arch
itect
ural
Wor
ks P
rote
ctio
n Ac
t of 1
990.
The
pro
tect
ion
incl
udes
, but
is n
ot li
mite
d to
; the
ove
rall
form
, arra
ngem
ent a
nd c
ompo
sitio
n of
spac
es a
nd e
lem
ents
of t
he d
esig
n. U
nder
suc
h pr
otec
tion,
una
utho
rized
use
of
thes
e pl
ans,
wor
k, o
r bui
ldin
g re
pres
ente
d, c
anre
sult
in c
essa
tion
of c
onst
ruct
ion,
bui
ldin
gs b
eing
sei
zed
and/
or m
onet
ary
com
pens
atio
n to
Oce
ana
Des
ign
& C
onst
ruct
ion,
LLC
GEN
ERAL
NO
TED
O N
OT
SCAL
E FR
OM
TH
IS D
RAW
ING
All D
imen
sion
s. L
imit
Line
s, &
Set
back
s to
be
chec
ked
on s
iteby
the
Gen
eral
Con
tract
or p
rior t
o co
mm
enci
ng w
ork,
prep
arat
ion
of s
hop
draw
ings
, or o
rder
ing
mat
eria
ls.
Dat
e Pu
rpos
e03
.08.
17 C
DR
BAP
PLIC
ATIO
N
For:
HLA
M, I
nc.
This
draw
ing is
the
exclu
sive
prop
erty
of t
he a
rchit
ect a
nd m
ay n
ot b
e us
ed o
r rep
rodu
ced
in w
hole
or in
par
t with
out t
he w
ritte
n co
nsen
t of t
he a
rchit
ect.
Vio
lator
s ar
e su
bjec
t to
legal
actio
n.
SHEE
T8
OF
25
A 2.
1
AD
DIT
ION
S &
ALT
ERA
TIO
NS
TO:
MO
UN
T PL
EASA
NT
CO
LLIS
ION
CEN
TER
1423
STU
ART
ENG
ALS
BO
ULE
VARD
MO
UN
T PL
EASA
NT,
SO
UTH
CA
ROLI
NA
2946
4
EXIS
TIN
G A
ND
PRO
POSE
D
NOTE: DRAWINGS ARE HALF-SCALE ON 11X17 SHEET
FIN
AL
CD
RB R
EVIE
W
SCALE: 1:1.25
EXISTINGA 2.1
SCALE: 1:1.25
PROPOSEDA 2.1
PRO
JEC
TRE
VIS
ED
Dat
ePu
rpos
e
CO
PYR
IGH
T
John
B C
rouc
h III
AIA
28
Wes
t End
Ave
nue
Isl
e of
Pal
ms,
SC
29
451
Vx
843
.270
.297
6 Jo
hn@
Oce
anaD
esig
nLLC
.com
Fx
843
.886
.079
7
ISSU
EDC
ON
TEN
TSTh
ese
plan
s ar
e co
pyrig
hted
and
are
sub
ject
to p
rote
ctio
n as
an
"Arc
hite
ctur
alW
ork"
und
er s
ectio
n 10
2 of
the
Cop
yrig
ht A
ct 1
7 U
.S.O
. as
amen
ded
Dec
embe
r19
90 a
nd k
now
n as
the
Arch
itect
ural
Wor
ks P
rote
ctio
n Ac
t of 1
990.
The
pro
tect
ion
incl
udes
, but
is n
ot li
mite
d to
; the
ove
rall
form
, arra
ngem
ent a
nd c
ompo
sitio
n of
spac
es a
nd e
lem
ents
of t
he d
esig
n. U
nder
suc
h pr
otec
tion,
una
utho
rized
use
of
thes
e pl
ans,
wor
k, o
r bui
ldin
g re
pres
ente
d, c
anre
sult
in c
essa
tion
of c
onst
ruct
ion,
bui
ldin
gs b
eing
sei
zed
and/
or m
onet
ary
com
pens
atio
n to
Oce
ana
Des
ign
& C
onst
ruct
ion,
LLC
GEN
ERAL
NO
TED
O N
OT
SCAL
E FR
OM
TH
IS D
RAW
ING
All D
imen
sion
s. L
imit
Line
s, &
Set
back
s to
be
chec
ked
on s
iteby
the
Gen
eral
Con
tract
or p
rior t
o co
mm
enci
ng w
ork,
prep
arat
ion
of s
hop
draw
ings
, or o
rder
ing
mat
eria
ls.
Dat
e Pu
rpos
e03
.08.
17 C
DR
BAP
PLIC
ATIO
N
For:
HLA
M, I
nc.
This
draw
ing is
the
exclu
sive
prop
erty
of t
he a
rchit
ect a
nd m
ay n
ot b
e us
ed o
r rep
rodu
ced
in w
hole
or in
par
t with
out t
he w
ritte
n co
nsen
t of t
he a
rchit
ect.
Vio
lator
s ar
e su
bjec
t to
legal
actio
n.
SHEE
T9
OF
25
A 2.
2
AD
DIT
ION
S &
ALT
ERA
TIO
NS
TO:
MO
UN
T PL
EASA
NT
CO
LLIS
ION
CEN
TER
1423
STU
ART
ENG
ALS
BO
ULE
VARD
MO
UN
T PL
EASA
NT,
SO
UTH
CA
ROLI
NA
2946
4
PRO
POSE
D E
LEVA
TIO
NS
1/16
"
NOTE: DRAWINGS ARE HALF-SCALE ON 11X17 SHEET
FIN
AL
CD
RB R
EVIE
W
SCALE: 3/16" = 1'-0"
.1 FRONT ELEVATIONA 2.2
PRO
JEC
TRE
VIS
ED
Dat
ePu
rpos
e
CO
PYR
IGH
T
John
B C
rouc
h III
AIA
28
Wes
t End
Ave
nue
Isl
e of
Pal
ms,
SC
29
451
Vx
843
.270
.297
6 Jo
hn@
Oce
anaD
esig
nLLC
.com
Fx
843
.886
.079
7
ISSU
EDC
ON
TEN
TSTh
ese
plan
s ar
e co
pyrig
hted
and
are
sub
ject
to p
rote
ctio
n as
an
"Arc
hite
ctur
alW
ork"
und
er s
ectio
n 10
2 of
the
Cop
yrig
ht A
ct 1
7 U
.S.O
. as
amen
ded
Dec
embe
r19
90 a
nd k
now
n as
the
Arch
itect
ural
Wor
ks P
rote
ctio
n Ac
t of 1
990.
The
pro
tect
ion
incl
udes
, but
is n
ot li
mite
d to
; the
ove
rall
form
, arra
ngem
ent a
nd c
ompo
sitio
n of
spac
es a
nd e
lem
ents
of t
he d
esig
n. U
nder
suc
h pr
otec
tion,
una
utho
rized
use
of
thes
e pl
ans,
wor
k, o
r bui
ldin
g re
pres
ente
d, c
anre
sult
in c
essa
tion
of c
onst
ruct
ion,
bui
ldin
gs b
eing
sei
zed
and/
or m
onet
ary
com
pens
atio
n to
Oce
ana
Des
ign
& C
onst
ruct
ion,
LLC
GEN
ERAL
NO
TED
O N
OT
SCAL
E FR
OM
TH
IS D
RAW
ING
All D
imen
sion
s. L
imit
Line
s, &
Set
back
s to
be
chec
ked
on s
iteby
the
Gen
eral
Con
tract
or p
rior t
o co
mm
enci
ng w
ork,
prep
arat
ion
of s
hop
draw
ings
, or o
rder
ing
mat
eria
ls.
Dat
e Pu
rpos
e03
.08.
17 C
DR
BAP
PLIC
ATIO
N
For:
HLA
M, I
nc.
This
draw
ing is
the
exclu
sive
prop
erty
of t
he a
rchit
ect a
nd m
ay n
ot b
e us
ed o
r rep
rodu
ced
in w
hole
or in
par
t with
out t
he w
ritte
n co
nsen
t of t
he a
rchit
ect.
Vio
lator
s ar
e su
bjec
t to
legal
actio
n.
SHEE
T10 OF
25
A 2.
3
AD
DIT
ION
S &
ALT
ERA
TIO
NS
TO:
MO
UN
T PL
EASA
NT
CO
LLIS
ION
CEN
TER
1423
STU
ART
ENG
ALS
BO
ULE
VARD
MO
UN
T PL
EASA
NT,
SO
UTH
CA
ROLI
NA
2946
4
PRO
POSE
D E
LEVA
TIO
NS
FRO
NT,
REA
R, 1
/4"
NOTE: DRAWINGS ARE HALF-SCALE ON 11X17 SHEET
FIN
AL
CD
RB R
EVIE
W
E
E
C
C
B
B
A
A
D
D
SCALE: 1/4" = 1'-0"
.2 REAR ELEVATIONA 2.3
SCALE: 1:1.82
PROPOSEDA 2.3
WALL CAPManuf'r: NichihaProduct: 6" Face MetalColor: Silver Anodized
FIELD SIDINGManuf'r: NichihaProduct: Vintage WoodColor: Cedar
AWNINGManuf'r: Pac-CladProduct: WT Extended FasciaDepth: 10”Color: Blue
FEATURE SIDINGManuf'r: NichihaPanel: IlluminationsColor: Silver
(Match Clear Anodized Aluminum)
WINDOW/STOREFRONTManuf'r: YKKSeries: YHS 50 FSColor: Clear Anodized Aluminum
(Match Bright Silver Fabral Panel)Glazing:
OB: 9/16" Laminate-1/4" Clear-0.060" Clear PVB-1/4" PPG Solarban 60 on ClearLow-E #4
AS: 1/2" (90% Argon Fill)IB: 1/4" Clear
AWNINGManuf'r: VISION GUARDProduct: L20 SLATTED LOUVERDepth: 5.5"Color: WHITE
FEATURE SIDINGManuf'r: NichihaPanel: IlluminationsColor: Silver
(Match Clear Anodized Aluminum)
ROOFINGPitch: 1 / 12Material: Ceco Standing Seamcolor: Galvalume
FEATURE SIDINGManuf'r: NichihaPanel: IlluminationsColor: Silver
(Match Clear Anodized Aluminum)
METAL SCREENManuf'r: T.B.D.Product:Depth:Color:
PRO
JEC
TRE
VIS
ED
Dat
ePu
rpos
e
CO
PYR
IGH
T
John
B C
rouc
h III
AIA
28
Wes
t End
Ave
nue
Isl
e of
Pal
ms,
SC
29
451
Vx
843
.270
.297
6 Jo
hn@
Oce
anaD
esig
nLLC
.com
Fx
843
.886
.079
7
ISSU
EDC
ON
TEN
TSTh
ese
plan
s ar
e co
pyrig
hted
and
are
sub
ject
to p
rote
ctio
n as
an
"Arc
hite
ctur
alW
ork"
und
er s
ectio
n 10
2 of
the
Cop
yrig
ht A
ct 1
7 U
.S.O
. as
amen
ded
Dec
embe
r19
90 a
nd k
now
n as
the
Arch
itect
ural
Wor
ks P
rote
ctio
n Ac
t of 1
990.
The
pro
tect
ion
incl
udes
, but
is n
ot li
mite
d to
; the
ove
rall
form
, arra
ngem
ent a
nd c
ompo
sitio
n of
spac
es a
nd e
lem
ents
of t
he d
esig
n. U
nder
suc
h pr
otec
tion,
una
utho
rized
use
of
thes
e pl
ans,
wor
k, o
r bui
ldin
g re
pres
ente
d, c
anre
sult
in c
essa
tion
of c
onst
ruct
ion,
bui
ldin
gs b
eing
sei
zed
and/
or m
onet
ary
com
pens
atio
n to
Oce
ana
Des
ign
& C
onst
ruct
ion,
LLC
GEN
ERAL
NO
TED
O N
OT
SCAL
E FR
OM
TH
IS D
RAW
ING
All D
imen
sion
s. L
imit
Line
s, &
Set
back
s to
be
chec
ked
on s
iteby
the
Gen
eral
Con
tract
or p
rior t
o co
mm
enci
ng w
ork,
prep
arat
ion
of s
hop
draw
ings
, or o
rder
ing
mat
eria
ls.
Dat
e Pu
rpos
e03
.08.
17 C
DR
BAP
PLIC
ATIO
N
For:
HLA
M, I
nc.
This
draw
ing is
the
exclu
sive
prop
erty
of t
he a
rchit
ect a
nd m
ay n
ot b
e us
ed o
r rep
rodu
ced
in w
hole
or in
par
t with
out t
he w
ritte
n co
nsen
t of t
he a
rchit
ect.
Vio
lator
s ar
e su
bjec
t to
legal
actio
n.
SHEE
T11 OF
25
A 2.
4
AD
DIT
ION
S &
ALT
ERA
TIO
NS
TO:
MO
UN
T PL
EASA
NT
CO
LLIS
ION
CEN
TER
1423
STU
ART
ENG
ALS
BO
ULE
VARD
MO
UN
T PL
EASA
NT,
SO
UTH
CA
ROLI
NA
2946
4
PRO
POSE
D E
LEVA
TIO
NRI
GH
T A
ND
LEF
T
NOTE: DRAWINGS ARE HALF-SCALE ON 11X17 SHEET
FIN
AL
CD
RB R
EVIE
W
8
8
7
7
6
6
5
5
4
4
3
3
2
2
1
1
21'-1 13/32" 24'-6 7/64" 30' 30' 30' 30' 24'-7"
SCALE: 1/8" = 1'-0"
1 RIGHT ELEVATIONA 2.4
SCALE: 1/8" = 1'-0"
2 LEFT ELEVATIONA 2.4
REMODELNO WOREXISTING TO REMAIN
SER I E BA ADDITIONDELI ER BA OFFI ESENTRANOP
PRO
JEC
TRE
VIS
ED
Dat
ePu
rpos
e
CO
PYR
IGH
T
John
B C
rouc
h III
AIA
28
Wes
t End
Ave
nue
Isl
e of
Pal
ms,
SC
29
451
Vx
843
.270
.297
6 Jo
hn@
Oce
anaD
esig
nLLC
.com
Fx
843
.886
.079
7
ISSU
EDC
ON
TEN
TSTh
ese
plan
s ar
e co
pyrig
hted
and
are
sub
ject
to p
rote
ctio
n as
an
"Arc
hite
ctur
alW
ork"
und
er s
ectio
n 10
2 of
the
Cop
yrig
ht A
ct 1
7 U
.S.O
. as
amen
ded
Dec
embe
r19
90 a
nd k
now
n as
the
Arch
itect
ural
Wor
ks P
rote
ctio
n Ac
t of 1
990.
The
pro
tect
ion
incl
udes
, but
is n
ot li
mite
d to
; the
ove
rall
form
, arra
ngem
ent a
nd c
ompo
sitio
n of
spac
es a
nd e
lem
ents
of t
he d
esig
n. U
nder
suc
h pr
otec
tion,
una
utho
rized
use
of
thes
e pl
ans,
wor
k, o
r bui
ldin
g re
pres
ente
d, c
anre
sult
in c
essa
tion
of c
onst
ruct
ion,
bui
ldin
gs b
eing
sei
zed
and/
or m
onet
ary
com
pens
atio
n to
Oce
ana
Des
ign
& C
onst
ruct
ion,
LLC
GEN
ERAL
NO
TED
O N
OT
SCAL
E FR
OM
TH
IS D
RAW
ING
All D
imen
sion
s. L
imit
Line
s, &
Set
back
s to
be
chec
ked
on s
iteby
the
Gen
eral
Con
tract
or p
rior t
o co
mm
enci
ng w
ork,
prep
arat
ion
of s
hop
draw
ings
, or o
rder
ing
mat
eria
ls.
Dat
e Pu
rpos
e03
.08.
17 C
DR
BAP
PLIC
ATIO
N
For:
HLA
M, I
nc.
This
draw
ing is
the
exclu
sive
prop
erty
of t
he a
rchit
ect a
nd m
ay n
ot b
e us
ed o
r rep
rodu
ced
in w
hole
or in
par
t with
out t
he w
ritte
n co
nsen
t of t
he a
rchit
ect.
Vio
lator
s ar
e su
bjec
t to
legal
actio
n.
SHEE
T12 OF
25
A 3.
1
AD
DIT
ION
S &
ALT
ERA
TIO
NS
TO:
MO
UN
T PL
EASA
NT
CO
LLIS
ION
CEN
TER
1423
STU
ART
ENG
ALS
BO
ULE
VARD
MO
UN
T PL
EASA
NT,
SO
UTH
CA
ROLI
NA
2946
4
BUIL
DIN
G S
ECTI
ON
S
NOTE: DRAWINGS ARE HALF-SCALE ON 11X17 SHEET
FIN
AL
CD
RB R
EVIE
W
8
8
7
7
6
6
5
5
4
4
3
3
2
2
1
1
21'-1 3/8" 24'-6 1/8" 30' 30' 30' 30' 24'-7"
21'-1 3/8" 169'-1 1/8"
17'-9
7/8
"
16'
19'-1
1 5/
8"
18'-2
1/2
"
AC B
.3DETAIL A 4.3
.2DETAIL A 4.3
21'-11 7/8" 21'-11 7/8"
16'
43'-11 5/8"
EA E HT.
SCALE: 1/8" = 1'-0"
BS-13 BUILDING SECTIONA 3.1
SCALE: 1/2" = 1'-0"
WS-20 EAST WEST SECTIONA 3.1
PRO
JEC
TRE
VIS
ED
Dat
ePu
rpos
e
CO
PYR
IGH
T
John
B C
rouc
h III
AIA
28
Wes
t End
Ave
nue
Isl
e of
Pal
ms,
SC
29
451
Vx
843
.270
.297
6 Jo
hn@
Oce
anaD
esig
nLLC
.com
Fx
843
.886
.079
7
ISSU
EDC
ON
TEN
TSTh
ese
plan
s ar
e co
pyrig
hted
and
are
sub
ject
to p
rote
ctio
n as
an
"Arc
hite
ctur
alW
ork"
und
er s
ectio
n 10
2 of
the
Cop
yrig
ht A
ct 1
7 U
.S.O
. as
amen
ded
Dec
embe
r19
90 a
nd k
now
n as
the
Arch
itect
ural
Wor
ks P
rote
ctio
n Ac
t of 1
990.
The
pro
tect
ion
incl
udes
, but
is n
ot li
mite
d to
; the
ove
rall
form
, arra
ngem
ent a
nd c
ompo
sitio
n of
spac
es a
nd e
lem
ents
of t
he d
esig
n. U
nder
suc
h pr
otec
tion,
una
utho
rized
use
of
thes
e pl
ans,
wor
k, o
r bui
ldin
g re
pres
ente
d, c
anre
sult
in c
essa
tion
of c
onst
ruct
ion,
bui
ldin
gs b
eing
sei
zed
and/
or m
onet
ary
com
pens
atio
n to
Oce
ana
Des
ign
& C
onst
ruct
ion,
LLC
GEN
ERAL
NO
TED
O N
OT
SCAL
E FR
OM
TH
IS D
RAW
ING
All D
imen
sion
s. L
imit
Line
s, &
Set
back
s to
be
chec
ked
on s
iteby
the
Gen
eral
Con
tract
or p
rior t
o co
mm
enci
ng w
ork,
prep
arat
ion
of s
hop
draw
ings
, or o
rder
ing
mat
eria
ls.
Dat
e Pu
rpos
e03
.08.
17 C
DR
BAP
PLIC
ATIO
N
For:
HLA
M, I
nc.
This
draw
ing is
the
exclu
sive
prop
erty
of t
he a
rchit
ect a
nd m
ay n
ot b
e us
ed o
r rep
rodu
ced
in w
hole
or in
par
t with
out t
he w
ritte
n co
nsen
t of t
he a
rchit
ect.
Vio
lator
s ar
e su
bjec
t to
legal
actio
n.
SHEE
T13 OF
25
A 3.
2
AD
DIT
ION
S &
ALT
ERA
TIO
NS
TO:
MO
UN
T PL
EASA
NT
CO
LLIS
ION
CEN
TER
1423
STU
ART
ENG
ALS
BO
ULE
VARD
MO
UN
T PL
EASA
NT,
SO
UTH
CA
ROLI
NA
2946
4
BUIL
DIN
G S
ECTI
ON
S
NOTE: DRAWINGS ARE HALF-SCALE ON 11X17 SHEET
FIN
AL
CD
RB R
EVIE
W
ACCOUNTING OFFICE001
A: 201 sq ft
EXISTING STORAGETO REMAIN-NO WORK
SERVICE REPS. ENTRY WAITING AREA OPEN DELIVERY BAY
OFFICE003
A: 120 sq ft
ACCOUNTING OFFICE004
A: 152 sq ft
A
A
B
B
C
C
D
D
E
E
21'-11 27/32" 21'-11 27/32" 1'-7 7/8" 18'-11/64"
8
8
7
7
21'-1 3/8" 24'-6 1/8"
21'-1 3/8"
19'-1
1 5/
8"
18'-2
1/2
"
SCALE: 1/4" = 1'-0"
BS-18 BUILDING SECTION FRONT OFFICEA 3.2
SCALE: 1/4" = 1'-0"
BS-13 BUILDING SECTIONA 3.2
PRO
JEC
TRE
VIS
ED
Dat
ePu
rpos
e
CO
PYR
IGH
T
John
B C
rouc
h III
AIA
28
Wes
t End
Ave
nue
Isl
e of
Pal
ms,
SC
29
451
Vx
843
.270
.297
6 Jo
hn@
Oce
anaD
esig
nLLC
.com
Fx
843
.886
.079
7
ISSU
EDC
ON
TEN
TSTh
ese
plan
s ar
e co
pyrig
hted
and
are
sub
ject
to p
rote
ctio
n as
an
"Arc
hite
ctur
alW
ork"
und
er s
ectio
n 10
2 of
the
Cop
yrig
ht A
ct 1
7 U
.S.O
. as
amen
ded
Dec
embe
r19
90 a
nd k
now
n as
the
Arch
itect
ural
Wor
ks P
rote
ctio
n Ac
t of 1
990.
The
pro
tect
ion
incl
udes
, but
is n
ot li
mite
d to
; the
ove
rall
form
, arra
ngem
ent a
nd c
ompo
sitio
n of
spac
es a
nd e
lem
ents
of t
he d
esig
n. U
nder
suc
h pr
otec
tion,
una
utho
rized
use
of
thes
e pl
ans,
wor
k, o
r bui
ldin
g re
pres
ente
d, c
anre
sult
in c
essa
tion
of c
onst
ruct
ion,
bui
ldin
gs b
eing
sei
zed
and/
or m
onet
ary
com
pens
atio
n to
Oce
ana
Des
ign
& C
onst
ruct
ion,
LLC
GEN
ERAL
NO
TED
O N
OT
SCAL
E FR
OM
TH
IS D
RAW
ING
All D
imen
sion
s. L
imit
Line
s, &
Set
back
s to
be
chec
ked
on s
iteby
the
Gen
eral
Con
tract
or p
rior t
o co
mm
enci
ng w
ork,
prep
arat
ion
of s
hop
draw
ings
, or o
rder
ing
mat
eria
ls.
Dat
e Pu
rpos
e03
.08.
17 C
DR
BAP
PLIC
ATIO
N
For:
HLA
M, I
nc.
This
draw
ing is
the
exclu
sive
prop
erty
of t
he a
rchit
ect a
nd m
ay n
ot b
e us
ed o
r rep
rodu
ced
in w
hole
or in
par
t with
out t
he w
ritte
n co
nsen
t of t
he a
rchit
ect.
Vio
lator
s ar
e su
bjec
t to
legal
actio
n.
SHEE
T14 OF
25
A 4.
2
AD
DIT
ION
S &
ALT
ERA
TIO
NS
TO:
MO
UN
T PL
EASA
NT
CO
LLIS
ION
CEN
TER
1423
STU
ART
ENG
ALS
BO
ULE
VARD
MO
UN
T PL
EASA
NT,
SO
UTH
CA
ROLI
NA
2946
4
WA
LL S
ECTI
ON
S
NOTE: DRAWINGS ARE HALF-SCALE ON 11X17 SHEET
FIN
AL
CD
RB R
EVIE
W
METAL COPING
NICHIHA SPACER
FACE FASTENER
WEATHER RESISTANT BARRIER
1DETAIL A 4.2
2DETAIL A 4.2
4DETAIL A 4.2
+15'-4 51/64"1 1st FLOOR
+15'-4 51/64"1 1st FLOOR
NICHIHA STARTER TRACK
MIN. 2" ABOVE HARD SURFACE OR MIN. 6"ABOVE FINAL GRADE
WEATHER RESISTANT BARRIER
SHEATHING
NICHIHA CLIP LOCATED ONSTUD
SCALE: 1 1/2"= 1'-0"
1 DETAILA 4.2
SCALE: 1 1/2"= 1'-0"
2 DETAILA 4.2
SCALE: 3/4" = 1'-0"
WS-23 FRONT WALL SECTIONA 4.2
SCALE: 1 1/2"= 1'-0"
4 DETAILA 4.2
PRO
JEC
TRE
VIS
ED
Dat
ePu
rpos
e
CO
PYR
IGH
T
John
B C
rouc
h III
AIA
28
Wes
t End
Ave
nue
Isl
e of
Pal
ms,
SC
29
451
Vx
843
.270
.297
6 Jo
hn@
Oce
anaD
esig
nLLC
.com
Fx
843
.886
.079
7
ISSU
EDC
ON
TEN
TSTh
ese
plan
s ar
e co
pyrig
hted
and
are
sub
ject
to p
rote
ctio
n as
an
"Arc
hite
ctur
alW
ork"
und
er s
ectio
n 10
2 of
the
Cop
yrig
ht A
ct 1
7 U
.S.O
. as
amen
ded
Dec
embe
r19
90 a
nd k
now
n as
the
Arch
itect
ural
Wor
ks P
rote
ctio
n Ac
t of 1
990.
The
pro
tect
ion
incl
udes
, but
is n
ot li
mite
d to
; the
ove
rall
form
, arra
ngem
ent a
nd c
ompo
sitio
n of
spac
es a
nd e
lem
ents
of t
he d
esig
n. U
nder
suc
h pr
otec
tion,
una
utho
rized
use
of
thes
e pl
ans,
wor
k, o
r bui
ldin
g re
pres
ente
d, c
anre
sult
in c
essa
tion
of c
onst
ruct
ion,
bui
ldin
gs b
eing
sei
zed
and/
or m
onet
ary
com
pens
atio
n to
Oce
ana
Des
ign
& C
onst
ruct
ion,
LLC
GEN
ERAL
NO
TED
O N
OT
SCAL
E FR
OM
TH
IS D
RAW
ING
All D
imen
sion
s. L
imit
Line
s, &
Set
back
s to
be
chec
ked
on s
iteby
the
Gen
eral
Con
tract
or p
rior t
o co
mm
enci
ng w
ork,
prep
arat
ion
of s
hop
draw
ings
, or o
rder
ing
mat
eria
ls.
Dat
e Pu
rpos
e03
.08.
17 C
DR
BAP
PLIC
ATIO
N
For:
HLA
M, I
nc.
This
draw
ing is
the
exclu
sive
prop
erty
of t
he a
rchit
ect a
nd m
ay n
ot b
e us
ed o
r rep
rodu
ced
in w
hole
or in
par
t with
out t
he w
ritte
n co
nsen
t of t
he a
rchit
ect.
Vio
lator
s ar
e su
bjec
t to
legal
actio
n.
SHEE
T15 OF
25
A 4.
3
AD
DIT
ION
S &
ALT
ERA
TIO
NS
TO:
MO
UN
T PL
EASA
NT
CO
LLIS
ION
CEN
TER
1423
STU
ART
ENG
ALS
BO
ULE
VARD
MO
UN
T PL
EASA
NT,
SO
UTH
CA
ROLI
NA
2946
4
WA
LL S
ECTI
ON
S
NOTE: DRAWINGS ARE HALF-SCALE ON 11X17 SHEET
FIN
AL
CD
RB R
EVIE
W
METAL COPING
NICHIHA SPACER
FACE FASTENER
WEATHER RESISTANT BARRIER
8
8
2DETAIL A 4.3
8DETAIL A 4.3
METAL COPING
NICHIHA SPACER
FACE FASTENER
WEATHER RESISTANT BARRIER
3'-9 3/4" 1'-11 13/32" 1' 1'-8 21/64" 10 3/64"
1'
SCALE: 1/2" = 1'-0"
1 WALL SECTION AT FRONT ENTRYA 4.3
SCALE: 1 1/2"= 1'-0"
2 PARAPETA 4.3
SCALE: 1 1/2"= 1'-0"
8 FRONT ENTRY CANOPYA 4.3
PRO
JEC
TRE
VIS
ED
Dat
ePu
rpos
e
CO
PYR
IGH
T
John
B C
rouc
h III
AIA
28
Wes
t End
Ave
nue
Isl
e of
Pal
ms,
SC
29
451
Vx
843
.270
.297
6 Jo
hn@
Oce
anaD
esig
nLLC
.com
Fx
843
.886
.079
7
ISSU
EDC
ON
TEN
TSTh
ese
plan
s ar
e co
pyrig
hted
and
are
sub
ject
to p
rote
ctio
n as
an
"Arc
hite
ctur
alW
ork"
und
er s
ectio
n 10
2 of
the
Cop
yrig
ht A
ct 1
7 U
.S.O
. as
amen
ded
Dec
embe
r19
90 a
nd k
now
n as
the
Arch
itect
ural
Wor
ks P
rote
ctio
n Ac
t of 1
990.
The
pro
tect
ion
incl
udes
, but
is n
ot li
mite
d to
; the
ove
rall
form
, arra
ngem
ent a
nd c
ompo
sitio
n of
spac
es a
nd e
lem
ents
of t
he d
esig
n. U
nder
suc
h pr
otec
tion,
una
utho
rized
use
of
thes
e pl
ans,
wor
k, o
r bui
ldin
g re
pres
ente
d, c
anre
sult
in c
essa
tion
of c
onst
ruct
ion,
bui
ldin
gs b
eing
sei
zed
and/
or m
onet
ary
com
pens
atio
n to
Oce
ana
Des
ign
& C
onst
ruct
ion,
LLC
GEN
ERAL
NO
TED
O N
OT
SCAL
E FR
OM
TH
IS D
RAW
ING
All D
imen
sion
s. L
imit
Line
s, &
Set
back
s to
be
chec
ked
on s
iteby
the
Gen
eral
Con
tract
or p
rior t
o co
mm
enci
ng w
ork,
prep
arat
ion
of s
hop
draw
ings
, or o
rder
ing
mat
eria
ls.
Dat
e Pu
rpos
e03
.08.
17 C
DR
BAP
PLIC
ATIO
N
For:
HLA
M, I
nc.
This
draw
ing is
the
exclu
sive
prop
erty
of t
he a
rchit
ect a
nd m
ay n
ot b
e us
ed o
r rep
rodu
ced
in w
hole
or in
par
t with
out t
he w
ritte
n co
nsen
t of t
he a
rchit
ect.
Vio
lator
s ar
e su
bjec
t to
legal
actio
n.
SHEE
T16 OF
25
A 4.
3
AD
DIT
ION
S &
ALT
ERA
TIO
NS
TO:
MO
UN
T PL
EASA
NT
CO
LLIS
ION
CEN
TER
1423
STU
ART
ENG
ALS
BO
ULE
VARD
MO
UN
T PL
EASA
NT,
SO
UTH
CA
ROLI
NA
2946
4
PER
MA
NU
F.
NOTE: DRAWINGS ARE HALF-SCALE ON 11X17 SHEET
FIN
AL
CD
RB R
EVIE
W
A
A
.3DETAIL A 4.3
.2DETAIL A 4.3
+12'-4 51/64"-1 FOOTING FOUNDATION
+15'-4 51/64"1 1st FLOOR
ASCALE: 1:19.59
.1 WALL SECTION AT BALCONYA 4.3
SCALE: 1 1/2"= 1'-0"
.2 PER CECOA 4.3
SCALE: 1 1/2"= 1'-0"
.3 PER STRUCTURAL ENGINEERA 4.3
PRO
JEC
TRE
VIS
ED
Dat
ePu
rpos
e
CO
PYR
IGH
T
John
B C
rouc
h III
AIA
28
Wes
t End
Ave
nue
Isl
e of
Pal
ms,
SC
29
451
Vx
843
.270
.297
6 Jo
hn@
Oce
anaD
esig
nLLC
.com
Fx
843
.886
.079
7
ISSU
EDC
ON
TEN
TSTh
ese
plan
s ar
e co
pyrig
hted
and
are
sub
ject
to p
rote
ctio
n as
an
"Arc
hite
ctur
alW
ork"
und
er s
ectio
n 10
2 of
the
Cop
yrig
ht A
ct 1
7 U
.S.O
. as
amen
ded
Dec
embe
r19
90 a
nd k
now
n as
the
Arch
itect
ural
Wor
ks P
rote
ctio
n Ac
t of 1
990.
The
pro
tect
ion
incl
udes
, but
is n
ot li
mite
d to
; the
ove
rall
form
, arra
ngem
ent a
nd c
ompo
sitio
n of
spac
es a
nd e
lem
ents
of t
he d
esig
n. U
nder
suc
h pr
otec
tion,
una
utho
rized
use
of
thes
e pl
ans,
wor
k, o
r bui
ldin
g re
pres
ente
d, c
anre
sult
in c
essa
tion
of c
onst
ruct
ion,
bui
ldin
gs b
eing
sei
zed
and/
or m
onet
ary
com
pens
atio
n to
Oce
ana
Des
ign
& C
onst
ruct
ion,
LLC
GEN
ERAL
NO
TED
O N
OT
SCAL
E FR
OM
TH
IS D
RAW
ING
All D
imen
sion
s. L
imit
Line
s, &
Set
back
s to
be
chec
ked
on s
iteby
the
Gen
eral
Con
tract
or p
rior t
o co
mm
enci
ng w
ork,
prep
arat
ion
of s
hop
draw
ings
, or o
rder
ing
mat
eria
ls.
Dat
e Pu
rpos
e03
.08.
17 C
DR
BAP
PLIC
ATIO
N
For:
HLA
M, I
nc.
This
draw
ing is
the
exclu
sive
prop
erty
of t
he a
rchit
ect a
nd m
ay n
ot b
e us
ed o
r rep
rodu
ced
in w
hole
or in
par
t with
out t
he w
ritte
n co
nsen
t of t
he a
rchit
ect.
Vio
lator
s ar
e su
bjec
t to
legal
actio
n.
SHEE
T17 OF
25
A 5.
1
AD
DIT
ION
S &
ALT
ERA
TIO
NS
TO:
MO
UN
T PL
EASA
NT
CO
LLIS
ION
CEN
TER
1423
STU
ART
ENG
ALS
BO
ULE
VARD
MO
UN
T PL
EASA
NT,
SO
UTH
CA
ROLI
NA
2946
4
DET
AIL
S
NOTE: DRAWINGS ARE HALF-SCALE ON 11X17 SHEET
FIN
AL
CD
RB R
EVIE
W
PRO
JEC
TRE
VIS
ED
Dat
ePu
rpos
e
CO
PYR
IGH
T
John
B C
rouc
h III
AIA
28
Wes
t End
Ave
nue
Isl
e of
Pal
ms,
SC
29
451
Vx
843
.270
.297
6 Jo
hn@
Oce
anaD
esig
nLLC
.com
Fx
843
.886
.079
7
ISSU
EDC
ON
TEN
TSTh
ese
plan
s ar
e co
pyrig
hted
and
are
sub
ject
to p
rote
ctio
n as
an
"Arc
hite
ctur
alW
ork"
und
er s
ectio
n 10
2 of
the
Cop
yrig
ht A
ct 1
7 U
.S.O
. as
amen
ded
Dec
embe
r19
90 a
nd k
now
n as
the
Arch
itect
ural
Wor
ks P
rote
ctio
n Ac
t of 1
990.
The
pro
tect
ion
incl
udes
, but
is n
ot li
mite
d to
; the
ove
rall
form
, arra
ngem
ent a
nd c
ompo
sitio
n of
spac
es a
nd e
lem
ents
of t
he d
esig
n. U
nder
suc
h pr
otec
tion,
una
utho
rized
use
of
thes
e pl
ans,
wor
k, o
r bui
ldin
g re
pres
ente
d, c
anre
sult
in c
essa
tion
of c
onst
ruct
ion,
bui
ldin
gs b
eing
sei
zed
and/
or m
onet
ary
com
pens
atio
n to
Oce
ana
Des
ign
& C
onst
ruct
ion,
LLC
GEN
ERAL
NO
TED
O N
OT
SCAL
E FR
OM
TH
IS D
RAW
ING
All D
imen
sion
s. L
imit
Line
s, &
Set
back
s to
be
chec
ked
on s
iteby
the
Gen
eral
Con
tract
or p
rior t
o co
mm
enci
ng w
ork,
prep
arat
ion
of s
hop
draw
ings
, or o
rder
ing
mat
eria
ls.
Dat
e Pu
rpos
e03
.08.
17 C
DR
BAP
PLIC
ATIO
N
For:
HLA
M, I
nc.
This
draw
ing is
the
exclu
sive
prop
erty
of t
he a
rchit
ect a
nd m
ay n
ot b
e us
ed o
r rep
rodu
ced
in w
hole
or in
par
t with
out t
he w
ritte
n co
nsen
t of t
he a
rchit
ect.
Vio
lator
s ar
e su
bjec
t to
legal
actio
n.
SHEE
T18 OF
25
A 5.
2
AD
DIT
ION
S &
ALT
ERA
TIO
NS
TO:
MO
UN
T PL
EASA
NT
CO
LLIS
ION
CEN
TER
1423
STU
ART
ENG
ALS
BO
ULE
VARD
MO
UN
T PL
EASA
NT,
SO
UTH
CA
ROLI
NA
2946
4
Layo
ut
NOTE: DRAWINGS ARE HALF-SCALE ON 11X17 SHEET
FIN
AL
CD
RB R
EVIE
W
PRO
JEC
TRE
VIS
ED
Dat
ePu
rpos
e
CO
PYR
IGH
T
John
B C
rouc
h III
AIA
28
Wes
t End
Ave
nue
Isl
e of
Pal
ms,
SC
29
451
Vx
843
.270
.297
6 Jo
hn@
Oce
anaD
esig
nLLC
.com
Fx
843
.886
.079
7
ISSU
EDC
ON
TEN
TSTh
ese
plan
s ar
e co
pyrig
hted
and
are
sub
ject
to p
rote
ctio
n as
an
"Arc
hite
ctur
alW
ork"
und
er s
ectio
n 10
2 of
the
Cop
yrig
ht A
ct 1
7 U
.S.O
. as
amen
ded
Dec
embe
r19
90 a
nd k
now
n as
the
Arch
itect
ural
Wor
ks P
rote
ctio
n Ac
t of 1
990.
The
pro
tect
ion
incl
udes
, but
is n
ot li
mite
d to
; the
ove
rall
form
, arra
ngem
ent a
nd c
ompo
sitio
n of
spac
es a
nd e
lem
ents
of t
he d
esig
n. U
nder
suc
h pr
otec
tion,
una
utho
rized
use
of
thes
e pl
ans,
wor
k, o
r bui
ldin
g re
pres
ente
d, c
anre
sult
in c
essa
tion
of c
onst
ruct
ion,
bui
ldin
gs b
eing
sei
zed
and/
or m
onet
ary
com
pens
atio
n to
Oce
ana
Des
ign
& C
onst
ruct
ion,
LLC
GEN
ERAL
NO
TED
O N
OT
SCAL
E FR
OM
TH
IS D
RAW
ING
All D
imen
sion
s. L
imit
Line
s, &
Set
back
s to
be
chec
ked
on s
iteby
the
Gen
eral
Con
tract
or p
rior t
o co
mm
enci
ng w
ork,
prep
arat
ion
of s
hop
draw
ings
, or o
rder
ing
mat
eria
ls.
Dat
e Pu
rpos
e03
.08.
17 C
DR
BAP
PLIC
ATIO
N
For:
HLA
M, I
nc.
This
draw
ing is
the
exclu
sive
prop
erty
of t
he a
rchit
ect a
nd m
ay n
ot b
e us
ed o
r rep
rodu
ced
in w
hole
or in
par
t with
out t
he w
ritte
n co
nsen
t of t
he a
rchit
ect.
Vio
lator
s ar
e su
bjec
t to
legal
actio
n.
SHEE
T19 OF
25
A 5.
3
AD
DIT
ION
S &
ALT
ERA
TIO
NS
TO:
MO
UN
T PL
EASA
NT
CO
LLIS
ION
CEN
TER
1423
STU
ART
ENG
ALS
BO
ULE
VARD
MO
UN
T PL
EASA
NT,
SO
UTH
CA
ROLI
NA
2946
4
Layo
ut
NOTE: DRAWINGS ARE HALF-SCALE ON 11X17 SHEET
FIN
AL
CD
RB R
EVIE
W
PRO
JEC
TRE
VIS
ED
Dat
ePu
rpos
e
CO
PYR
IGH
T
John
B C
rouc
h III
AIA
28
Wes
t End
Ave
nue
Isl
e of
Pal
ms,
SC
29
451
Vx
843
.270
.297
6 Jo
hn@
Oce
anaD
esig
nLLC
.com
Fx
843
.886
.079
7
ISSU
EDC
ON
TEN
TSTh
ese
plan
s ar
e co
pyrig
hted
and
are
sub
ject
to p
rote
ctio
n as
an
"Arc
hite
ctur
alW
ork"
und
er s
ectio
n 10
2 of
the
Cop
yrig
ht A
ct 1
7 U
.S.O
. as
amen
ded
Dec
embe
r19
90 a
nd k
now
n as
the
Arch
itect
ural
Wor
ks P
rote
ctio
n Ac
t of 1
990.
The
pro
tect
ion
incl
udes
, but
is n
ot li
mite
d to
; the
ove
rall
form
, arra
ngem
ent a
nd c
ompo
sitio
n of
spac
es a
nd e
lem
ents
of t
he d
esig
n. U
nder
suc
h pr
otec
tion,
una
utho
rized
use
of
thes
e pl
ans,
wor
k, o
r bui
ldin
g re
pres
ente
d, c
anre
sult
in c
essa
tion
of c
onst
ruct
ion,
bui
ldin
gs b
eing
sei
zed
and/
or m
onet
ary
com
pens
atio
n to
Oce
ana
Des
ign
& C
onst
ruct
ion,
LLC
GEN
ERAL
NO
TED
O N
OT
SCAL
E FR
OM
TH
IS D
RAW
ING
All D
imen
sion
s. L
imit
Line
s, &
Set
back
s to
be
chec
ked
on s
iteby
the
Gen
eral
Con
tract
or p
rior t
o co
mm
enci
ng w
ork,
prep
arat
ion
of s
hop
draw
ings
, or o
rder
ing
mat
eria
ls.
Dat
e Pu
rpos
e03
.08.
17 C
DR
BAP
PLIC
ATIO
N
For:
HLA
M, I
nc.
This
draw
ing is
the
exclu
sive
prop
erty
of t
he a
rchit
ect a
nd m
ay n
ot b
e us
ed o
r rep
rodu
ced
in w
hole
or in
par
t with
out t
he w
ritte
n co
nsen
t of t
he a
rchit
ect.
Vio
lator
s ar
e su
bjec
t to
legal
actio
n.
SHEE
T20 OF
25
A 6.
1
AD
DIT
ION
S &
ALT
ERA
TIO
NS
TO:
MO
UN
T PL
EASA
NT
CO
LLIS
ION
CEN
TER
1423
STU
ART
ENG
ALS
BO
ULE
VARD
MO
UN
T PL
EASA
NT,
SO
UTH
CA
ROLI
NA
2946
4
ENTR
Y LO
BBY
NOTE: DRAWINGS ARE HALF-SCALE ON 11X17 SHEET
FIN
AL
CD
RB R
EVIE
W
WAITING
Three Hour Fire Separation
UTI
LITY
SAFE
TYST
ATIO
N
Low Planter& Display
113'
-4"
11'-9
1/8
"1'
-9"
2'-1
0 1/
4"12
'-3"
2'-1
0 1/
4"10
'-3 1
/4"
5'-9
1/8
"5'
-9 1
/2"
4'-9
"3'
-2 1
/4"
3'-2
1/4
"5'
-9 1
/2"
2'-3
1/2
"2'
-6"
2'-6
"
14'-10 1/8"
31'-4
1/2
"
2'-1
0 1/
4"12
'-3"
2'-1
0 1/
4"
BS-13A 3.1
22A 6.5
23A 6.5
REFRESHMENTS006
A: 63 sq ft
ENTRY/ WAITING002
A: 446 sq ft
BATH004
A: 46 sq ftH: 10'-0"
BATH005
A: 40 sq ftH: 10'-0"
RECEPTION
WAITING AREA
SCALE: 1/2" = 1'-0"
FRONT BATHA 6.1
PRO
JEC
TRE
VIS
ED
Dat
ePu
rpos
e
CO
PYR
IGH
T
John
B C
rouc
h III
AIA
28
Wes
t End
Ave
nue
Isl
e of
Pal
ms,
SC
29
451
Vx
843
.270
.297
6 Jo
hn@
Oce
anaD
esig
nLLC
.com
Fx
843
.886
.079
7
ISSU
EDC
ON
TEN
TSTh
ese
plan
s ar
e co
pyrig
hted
and
are
sub
ject
to p
rote
ctio
n as
an
"Arc
hite
ctur
alW
ork"
und
er s
ectio
n 10
2 of
the
Cop
yrig
ht A
ct 1
7 U
.S.O
. as
amen
ded
Dec
embe
r19
90 a
nd k
now
n as
the
Arch
itect
ural
Wor
ks P
rote
ctio
n Ac
t of 1
990.
The
pro
tect
ion
incl
udes
, but
is n
ot li
mite
d to
; the
ove
rall
form
, arra
ngem
ent a
nd c
ompo
sitio
n of
spac
es a
nd e
lem
ents
of t
he d
esig
n. U
nder
suc
h pr
otec
tion,
una
utho
rized
use
of
thes
e pl
ans,
wor
k, o
r bui
ldin
g re
pres
ente
d, c
anre
sult
in c
essa
tion
of c
onst
ruct
ion,
bui
ldin
gs b
eing
sei
zed
and/
or m
onet
ary
com
pens
atio
n to
Oce
ana
Des
ign
& C
onst
ruct
ion,
LLC
GEN
ERAL
NO
TED
O N
OT
SCAL
E FR
OM
TH
IS D
RAW
ING
All D
imen
sion
s. L
imit
Line
s, &
Set
back
s to
be
chec
ked
on s
iteby
the
Gen
eral
Con
tract
or p
rior t
o co
mm
enci
ng w
ork,
prep
arat
ion
of s
hop
draw
ings
, or o
rder
ing
mat
eria
ls.
Dat
e Pu
rpos
e03
.08.
17 C
DR
BAP
PLIC
ATIO
N
For:
HLA
M, I
nc.
This
draw
ing is
the
exclu
sive
prop
erty
of t
he a
rchit
ect a
nd m
ay n
ot b
e us
ed o
r rep
rodu
ced
in w
hole
or in
par
t with
out t
he w
ritte
n co
nsen
t of t
he a
rchit
ect.
Vio
lator
s ar
e su
bjec
t to
legal
actio
n.
SHEE
T21 OF
25
A 6.
2
AD
DIT
ION
S &
ALT
ERA
TIO
NS
TO:
MO
UN
T PL
EASA
NT
CO
LLIS
ION
CEN
TER
1423
STU
ART
ENG
ALS
BO
ULE
VARD
MO
UN
T PL
EASA
NT,
SO
UTH
CA
ROLI
NA
2946
4
PART
S A
ND
PRO
DU
CTI
ON
NOTE: DRAWINGS ARE HALF-SCALE ON 11X17 SHEET
FIN
AL
CD
RB R
EVIE
W
ion
26'-10 1/2"
16'-3
3/4
"
24A 6.5
PARTS & PRODUCTION008
A: 394 sq ft
BATH009
A: 101 sq ft
PAPER HANDLING007
A: 40 sq ft
SCALE: 3/4" = 1'-0"
1 FIRST FLOORA 6.2
PRO
JEC
TRE
VIS
ED
Dat
ePu
rpos
e
CO
PYR
IGH
T
John
B C
rouc
h III
AIA
28
Wes
t End
Ave
nue
Isl
e of
Pal
ms,
SC
29
451
Vx
843
.270
.297
6 Jo
hn@
Oce
anaD
esig
nLLC
.com
Fx
843
.886
.079
7
ISSU
EDC
ON
TEN
TSTh
ese
plan
s ar
e co
pyrig
hted
and
are
sub
ject
to p
rote
ctio
n as
an
"Arc
hite
ctur
alW
ork"
und
er s
ectio
n 10
2 of
the
Cop
yrig
ht A
ct 1
7 U
.S.O
. as
amen
ded
Dec
embe
r19
90 a
nd k
now
n as
the
Arch
itect
ural
Wor
ks P
rote
ctio
n Ac
t of 1
990.
The
pro
tect
ion
incl
udes
, but
is n
ot li
mite
d to
; the
ove
rall
form
, arra
ngem
ent a
nd c
ompo
sitio
n of
spac
es a
nd e
lem
ents
of t
he d
esig
n. U
nder
suc
h pr
otec
tion,
una
utho
rized
use
of
thes
e pl
ans,
wor
k, o
r bui
ldin
g re
pres
ente
d, c
anre
sult
in c
essa
tion
of c
onst
ruct
ion,
bui
ldin
gs b
eing
sei
zed
and/
or m
onet
ary
com
pens
atio
n to
Oce
ana
Des
ign
& C
onst
ruct
ion,
LLC
GEN
ERAL
NO
TED
O N
OT
SCAL
E FR
OM
TH
IS D
RAW
ING
All D
imen
sion
s. L
imit
Line
s, &
Set
back
s to
be
chec
ked
on s
iteby
the
Gen
eral
Con
tract
or p
rior t
o co
mm
enci
ng w
ork,
prep
arat
ion
of s
hop
draw
ings
, or o
rder
ing
mat
eria
ls.
Dat
e Pu
rpos
e03
.08.
17 C
DR
BAP
PLIC
ATIO
N
For:
HLA
M, I
nc.
This
draw
ing is
the
exclu
sive
prop
erty
of t
he a
rchit
ect a
nd m
ay n
ot b
e us
ed o
r rep
rodu
ced
in w
hole
or in
par
t with
out t
he w
ritte
n co
nsen
t of t
he a
rchit
ect.
Vio
lator
s ar
e su
bjec
t to
legal
actio
n.
SHEE
T22 OF
25
A 6.
3
AD
DIT
ION
S &
ALT
ERA
TIO
NS
TO:
MO
UN
T PL
EASA
NT
CO
LLIS
ION
CEN
TER
1423
STU
ART
ENG
ALS
BO
ULE
VARD
MO
UN
T PL
EASA
NT,
SO
UTH
CA
ROLI
NA
2946
4
OFF
ICE
NOTE: DRAWINGS ARE HALF-SCALE ON 11X17 SHEET
FIN
AL
CD
RB R
EVIE
W
UP
17
x 7
49/6
4" =
11'
-0"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
#DrgID#LayID
23A 1.1
ACCOUNTING OFFICE001
A: 201 sq ft
PARTS &
RECEPTION
PAPER HANDLING007
A: 40 sq ft
ACCESSRESTROOM
22A 6.5
OFFICE003
A: 120 sq ft
ACCOUNTING OFFICE004
A: 152 sq ft
SCALE: 1/2" = 1'-0"
1 FIRST FLOOR PLAN PRESENTATIONA 6.3
SCALE: 1/2" = 1'-0"
2 FIRST FLOOR PLAN PRESENTATIONA 6.3
PRO
JEC
TRE
VIS
ED
Dat
ePu
rpos
e
CO
PYR
IGH
T
John
B C
rouc
h III
AIA
28
Wes
t End
Ave
nue
Isl
e of
Pal
ms,
SC
29
451
Vx
843
.270
.297
6 Jo
hn@
Oce
anaD
esig
nLLC
.com
Fx
843
.886
.079
7
ISSU
EDC
ON
TEN
TSTh
ese
plan
s ar
e co
pyrig
hted
and
are
sub
ject
to p
rote
ctio
n as
an
"Arc
hite
ctur
alW
ork"
und
er s
ectio
n 10
2 of
the
Cop
yrig
ht A
ct 1
7 U
.S.O
. as
amen
ded
Dec
embe
r19
90 a
nd k
now
n as
the
Arch
itect
ural
Wor
ks P
rote
ctio
n Ac
t of 1
990.
The
pro
tect
ion
incl
udes
, but
is n
ot li
mite
d to
; the
ove
rall
form
, arra
ngem
ent a
nd c
ompo
sitio
n of
spac
es a
nd e
lem
ents
of t
he d
esig
n. U
nder
suc
h pr
otec
tion,
una
utho
rized
use
of
thes
e pl
ans,
wor
k, o
r bui
ldin
g re
pres
ente
d, c
anre
sult
in c
essa
tion
of c
onst
ruct
ion,
bui
ldin
gs b
eing
sei
zed
and/
or m
onet
ary
com
pens
atio
n to
Oce
ana
Des
ign
& C
onst
ruct
ion,
LLC
GEN
ERAL
NO
TED
O N
OT
SCAL
E FR
OM
TH
IS D
RAW
ING
All D
imen
sion
s. L
imit
Line
s, &
Set
back
s to
be
chec
ked
on s
iteby
the
Gen
eral
Con
tract
or p
rior t
o co
mm
enci
ng w
ork,
prep
arat
ion
of s
hop
draw
ings
, or o
rder
ing
mat
eria
ls.
Dat
e Pu
rpos
e03
.08.
17 C
DR
BAP
PLIC
ATIO
N
For:
HLA
M, I
nc.
This
draw
ing is
the
exclu
sive
prop
erty
of t
he a
rchit
ect a
nd m
ay n
ot b
e us
ed o
r rep
rodu
ced
in w
hole
or in
par
t with
out t
he w
ritte
n co
nsen
t of t
he a
rchit
ect.
Vio
lator
s ar
e su
bjec
t to
legal
actio
n.
SHEE
T23 OF
25
A 6.
4
AD
DIT
ION
S &
ALT
ERA
TIO
NS
TO:
MO
UN
T PL
EASA
NT
CO
LLIS
ION
CEN
TER
1423
STU
ART
ENG
ALS
BO
ULE
VARD
MO
UN
T PL
EASA
NT,
SO
UTH
CA
ROLI
NA
2946
4
DEL
IVER
Y BA
Y
NOTE: DRAWINGS ARE HALF-SCALE ON 11X17 SHEET
FIN
AL
CD
RB R
EVIE
W
ACCESSRESTROOM
OFFICE003
A: 120 sq ft
ACCOUNTING OFFICE004
A: 152 sq ft
SCALE: 1/2" = 1'-0"
1. DELIVERY BAYA 6.4
SCALE: 1:0.17
2 PERSPECTIVE 39A 6.4
SCALE: 1' = 1'-0"
PERSPECTIVE 43A 6.4
PRO
JEC
TRE
VIS
ED
Dat
ePu
rpos
e
CO
PYR
IGH
T
John
B C
rouc
h III
AIA
28
Wes
t End
Ave
nue
Isl
e of
Pal
ms,
SC
29
451
Vx
843
.270
.297
6 Jo
hn@
Oce
anaD
esig
nLLC
.com
Fx
843
.886
.079
7
ISSU
EDC
ON
TEN
TSTh
ese
plan
s ar
e co
pyrig
hted
and
are
sub
ject
to p
rote
ctio
n as
an
"Arc
hite
ctur
alW
ork"
und
er s
ectio
n 10
2 of
the
Cop
yrig
ht A
ct 1
7 U
.S.O
. as
amen
ded
Dec
embe
r19
90 a
nd k
now
n as
the
Arch
itect
ural
Wor
ks P
rote
ctio
n Ac
t of 1
990.
The
pro
tect
ion
incl
udes
, but
is n
ot li
mite
d to
; the
ove
rall
form
, arra
ngem
ent a
nd c
ompo
sitio
n of
spac
es a
nd e
lem
ents
of t
he d
esig
n. U
nder
suc
h pr
otec
tion,
una
utho
rized
use
of
thes
e pl
ans,
wor
k, o
r bui
ldin
g re
pres
ente
d, c
anre
sult
in c
essa
tion
of c
onst
ruct
ion,
bui
ldin
gs b
eing
sei
zed
and/
or m
onet
ary
com
pens
atio
n to
Oce
ana
Des
ign
& C
onst
ruct
ion,
LLC
GEN
ERAL
NO
TED
O N
OT
SCAL
E FR
OM
TH
IS D
RAW
ING
All D
imen
sion
s. L
imit
Line
s, &
Set
back
s to
be
chec
ked
on s
iteby
the
Gen
eral
Con
tract
or p
rior t
o co
mm
enci
ng w
ork,
prep
arat
ion
of s
hop
draw
ings
, or o
rder
ing
mat
eria
ls.
Dat
e Pu
rpos
e03
.08.
17 C
DR
BAP
PLIC
ATIO
N
For:
HLA
M, I
nc.
This
draw
ing is
the
exclu
sive
prop
erty
of t
he a
rchit
ect a
nd m
ay n
ot b
e us
ed o
r rep
rodu
ced
in w
hole
or in
par
t with
out t
he w
ritte
n co
nsen
t of t
he a
rchit
ect.
Vio
lator
s ar
e su
bjec
t to
legal
actio
n.
SHEE
T24 OF
25
A 6.
5
AD
DIT
ION
S &
ALT
ERA
TIO
NS
TO:
MO
UN
T PL
EASA
NT
CO
LLIS
ION
CEN
TER
1423
STU
ART
ENG
ALS
BO
ULE
VARD
MO
UN
T PL
EASA
NT,
SO
UTH
CA
ROLI
NA
2946
4
BATH
ROO
MS
NOTE: DRAWINGS ARE HALF-SCALE ON 11X17 SHEET
FIN
AL
CD
RB R
EVIE
W
SAFE
TYST
ATIO
N
24A 6.5
BATH009
A: 101 sq ft
UTI
LITY
SAFE
TY
23A 6.5
S
BATH005
A: 40 sq ftH: 10'-0"ACCESS
RESTROOM
22A 6.5
BATH004
A: 46 sq ftH: 10'-0"A
3'
7'-4
3/8
"
64"
SCALE: 1/2" = 1'-0"
.1 GARAGE AREA BATHA 6.5SCALE: 1/2" = 1'-0"
.2 GARAGE AREA BATHA 6.5SCALE: 1/2" = 1'-0"
.4 WAITING ROOM BATHROOMA 6.5
PRO
JEC
TRE
VIS
ED
Dat
ePu
rpos
e
CO
PYR
IGH
T
John
B C
rouc
h III
AIA
28
Wes
t End
Ave
nue
Isl
e of
Pal
ms,
SC
29
451
Vx
843
.270
.297
6 Jo
hn@
Oce
anaD
esig
nLLC
.com
Fx
843
.886
.079
7
ISSU
EDC
ON
TEN
TSTh
ese
plan
s ar
e co
pyrig
hted
and
are
sub
ject
to p
rote
ctio
n as
an
"Arc
hite
ctur
alW
ork"
und
er s
ectio
n 10
2 of
the
Cop
yrig
ht A
ct 1
7 U
.S.O
. as
amen
ded
Dec
embe
r19
90 a
nd k
now
n as
the
Arch
itect
ural
Wor
ks P
rote
ctio
n Ac
t of 1
990.
The
pro
tect
ion
incl
udes
, but
is n
ot li
mite
d to
; the
ove
rall
form
, arra
ngem
ent a
nd c
ompo
sitio
n of
spac
es a
nd e
lem
ents
of t
he d
esig
n. U
nder
suc
h pr
otec
tion,
una
utho
rized
use
of
thes
e pl
ans,
wor
k, o
r bui
ldin
g re
pres
ente
d, c
anre
sult
in c
essa
tion
of c
onst
ruct
ion,
bui
ldin
gs b
eing
sei
zed
and/
or m
onet
ary
com
pens
atio
n to
Oce
ana
Des
ign
& C
onst
ruct
ion,
LLC
GEN
ERAL
NO
TED
O N
OT
SCAL
E FR
OM
TH
IS D
RAW
ING
All D
imen
sion
s. L
imit
Line
s, &
Set
back
s to
be
chec
ked
on s
iteby
the
Gen
eral
Con
tract
or p
rior t
o co
mm
enci
ng w
ork,
prep
arat
ion
of s
hop
draw
ings
, or o
rder
ing
mat
eria
ls.
Dat
e Pu
rpos
e03
.08.
17 C
DR
BAP
PLIC
ATIO
N
For:
HLA
M, I
nc.
This
draw
ing is
the
exclu
sive
prop
erty
of t
he a
rchit
ect a
nd m
ay n
ot b
e us
ed o
r rep
rodu
ced
in w
hole
or in
par
t with
out t
he w
ritte
n co
nsen
t of t
he a
rchit
ect.
Vio
lator
s ar
e su
bjec
t to
legal
actio
n.
SHEE
T25 OF
25
A 7.
1
AD
DIT
ION
S &
ALT
ERA
TIO
NS
TO:
MO
UN
T PL
EASA
NT
CO
LLIS
ION
CEN
TER
1423
STU
ART
ENG
ALS
BO
ULE
VARD
MO
UN
T PL
EASA
NT,
SO
UTH
CA
ROLI
NA
2946
4
FIRS
T FL
OO
R RC
P
NOTE: DRAWINGS ARE HALF-SCALE ON 11X17 SHEET
FIN
AL
CD
RB R
EVIE
W
ACCESSRESTROOM
WAITING
Three Hour Fire Separation
UTI
LITY
SAFE
TYST
ATIO
N
Low Planter& Display
EMPLOYEEBREAK AREA
NEW
SAFE
TYST
ATIO
N
UP
17
x 7
3/4"
= 1
1'-0
"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
16'-11 1/4"
2'-3 3/4" 6' 7'-3/4" 1'-2"
113'
-4"
24'-1
"11
'-9 1
/4"
11'-9
1/4
"1'
-9"
2'-1
0 1/
4"12
'-3"
2'-1
0 1/
4"10
'-3 1
/4"
14'-7
1/4
"7'
-10
1/2"
7'-1
0 1/
2"5'
-4 3
/4"
3'-1
/4"
14'-8
1/2
"3'
-4 1
/4"
6'-1
1/4
"5'
-8"
6'5'
-9 1
/4"
5'-9
1/2
"4'
-9"
3'-2
1/4
"3'
-2 1
/4"
5'-9
1/2
"2'
-3 1
/2"
2'-6
"2'
-6"
6'2'
-6"
6'-1
"6'
1'-1
0 1/
2"6'
1'-1
0 1/
2"6'
2'-4
3/4
"
22'-7 3/4"
2'-3 1/2" 14'-9" 5'-7 1/4"
8'-2 1/2" 10'-10 3/4" 3'-10" 1'-10" 14'-6 3/4" 15'-3/4" 14'-10 1/2" 14'-11 3/4" 14'-10" 15'-1 3/4" 15'-3/4" 15' 14'-7 1/2" 20'-3/4" 12'-5"
5'-2 1/2" 6' 5'-2 1/4" 3" 5'-5 1/2" 10"
22'-11 1/4" 168'-5 1/2"
2 1/
2"43
'-11
3/4"
2 1/
2"
22'-11 1/4" 2" 3'-4" 6'-8" 12'-4 1/2" 2'-8" 12'-4 1/2" 2'-6 3/4" 12'-4 1/2" 2'-6 3/4" 12'-4 3/4" 14'-10 1/4" 2'-7 3/4" 12'-5 1/2" 2'-7 3/4" 12'-5 1/2" 2'-6 3/4" 12'-5 1/2" 2'-2 3/4" 12'-5 1/2" 4'-6 3/4" 18'-5" 3'-2 1/2"
2 1/
2"21
'-11
3/4"
21'-1
1 3/
4"2
1/2"
8'
14'-5 1/2"
31'-4
1/2
"
2'-1
0 1/
4"12
'-3"
2'-1
0 1/
4"
26'-10 1/2"
16'-3
3/4
"
OFFICE003
A: 120 sq ft
ACCOUNTING OFFICE004
A: 152 sq ft
ACCOUNTING OFFICE001
A: 201 sq ft
REFRESHMENTS006
A: 63 sq ft
PARTS & PRODUCTION008
A: 394 sq ft
BODY SHOP010
A: 4,016 sq ftBODY SHOP
011A: 2,391 sq ft
BODY SHOP013
A: 1,070 sq ft
ENTRY/ WAITING002
A: 446 sq ft
BATH004
A: 46 sq ftH: 10'-0"
BATH005
A: 40 sq ftH: 10'-0"
BATH009
A: 101 sq ft
EXISTING
BUILD
ING
SEPARATO
R
RECEPTION
WAITING AREA
PAPER HANDLING007
A: 40 sq ft
BODY SHOP012
A: 6,235 sq ft
ACCOUNTING OFFICE001
A: 201 sq ft
EXISTING STORAGETO REMAIN-NO WORK
SERVICE REPS. ENTRY WAITING AREA OPEN DELIVERY BAY
OFFICE003
A: 120 sq ft
ACCOUNTING OFFICE004
A: 152 sq ft
A
A
B
B
C
C
D
D
E
E
21'-11 27/32" 21'-11 27/32" 1'-7 7/8" 18'-11/64"
+12'-4 51/64"FOOTING FOUNDATION
+12'-4 51/64"FOOTING FOUNDATION
+15'-4 51/64"1st FLOOR
+15'-4 51/64"1st FLOOR
SCALE: 1/8" = 1'-0"
1 FIRST FLOOR REFLECTED CEILING PLANA 7.1
SCALE: 1/8" = 1'-0"
2 BUILDING SECTION FRONT OFFICEA 7.1
3/8/2017 PACTITE WT Extended Fascia | PACCLAD Metal Roofing
https://www.pacclad.com/metalperimetersystems/pactitewtextendedfascia/ 2/2
WT Extended Fascia BUM WT Ext Fascia FA
1
PRODUCT DATA SHEET www.roofscreen.com VisionGuardTM L20 Slatted Louver
Updated 07.05.2016
VisionGuard™ L20 Slatted Louver Description:
VisionGuard™ Slatted Louvers are 90° flat face blades designed for architectural and vision‐proofing applications. Our continuous‐blade design allows greater flexibility to achieve the aesthetics desired. Instead of the pre‐framed panelized louvers commonly found on the market, VisionGuard louvers consist of individual continuous blades that can extend seamlessly across any distance without the need for frame flanges or mullions. If vertical mullions, or a panelized aesthetic is desired, it can easily be achieved with the use of trims. Components:
Louver Blade: .100” thick extruded aluminum, ASTM B 209, Alloy 6063‐T6.
Louver Clip: .125” thick extruded aluminum, ASTM B 209, Alloy 6063‐T6.
Vertical Tree: 3” x 3” x .188” thick extruded aluminum, ASTM B 209, Alloy
6063‐T6.
Self‐Drilling Screw: #12‐24 x 1.25” carbon with premium coating.
SS Rivet: Stainless steel open end domed head .0187" x 0.565"
Figure 1 Figure 2
FEATURES & SPECIFICATIONSINTENDED USE – Ideal for parking areas, street lighting, walkways and car lots.CONSTRUCTION – Rugged, die-cast, soft corner aluminum housing with 0.12” nominal wall thickness. Die-cast door frame has impact-resistant,tempered, glass lens that is fully gasketed with one-piece tubular silicone.Finish: Standard finish is dark bronze (DDB) polyester powder finish, with other architectural colors available.OPTICS – Anodized, aluminum reflectors: IES full cutoff distributions R2 (asymmetric), R3 (asymmetric), R4 (forward throw) and R5S (square) are interchangeable. High-performance anodized, segmented aluminum reflectors IES full cutoff distributions SR2 (asymmetric), SR3 (asymmetric) and SR4SC (forward throw, sharp cutoff). High-performance reflectors attach with tool-less fasteners and are rotatable and interchangeable.ELECTRICAL – Ballast: High pressure sodium: 250W is high reactance, high power factor. Constant wattage autotransformer for 200-400W. Constant wattage autotransformer for 250-400W. Super CWA (pulse start ballast), DOE 2017 compliant, is required for metal halide 250-400W (SCWA option) for US shipments only. CSA, NOM or INTL required for probe start shipments outside of the US. Ballast is 100% factory-tested.Socket: Porcelain, horizontally oriented medium base socket for 70-150M. Mogul base socket for 175M and above, and 70-400S, with copper alloy, nickel-plated screw shell and center contact. UL listed 1500W, 600V.LISTINGS – UL Listed (standard). CSA Certified (see Options). UL listed for 25°C ambient and wet locations. IP65 rated in accordance with standard IEC 529.WARRANTY — 1-year limited warranty. Complete warranty terms located at: www.acuitybrands.com/CustomerResources/Terms_and_conditions.aspxNote: Actual performance may differ as a result of end-user environment and application.Specifications subject to change without notice.
OUTDOOR KAD-M-S
Catalog Number
Notes
Type
All dimensions are inches (centimeters) unless otherwise specified.
*Weight as configured in example below.
KAD
Series Wattage Distribution Voltage Ballast Mounting9
KAD Metal halide150M250M1
400M1,2
High pressure sodium3
70S100S150S250S400S
Standard reflectorsR2 IES type II
asymmetric4
R3 IES type III asymmetric4
R4 IES type IV forward throw4
R5S IES type V square
High performance reflectors5
SR2 IES type II asymmetric4
SR3 IES type III asymmetric4
SR4SC IES type IV forward throw
1202086
2406
2773474806
TB7
23050HZ8
(blank) Magnetic ballast
CWI Contant wattage isolated8
SCWA Super CWA pulse-start ballast
NOTE: For shipments to U.S. territories, SCWA must be specified to comply with EISA.
Ships in fixture cartonSPD__ Square poleRPD__ Round poleWBD__ Wall bracketWWD__ Wood or pole wallShips separately10,11
DAD12P Degree arm (pole)DAD12WB Degree arm (wall)KMA Mast arm external fitterKTMB Twin mounting barWBA Decorative wall bracket12
Arm length04 4" arm06 6" arm09 9" arm12 12" arm
ORDERING INFORMATION For shortest lead times, configure product using bolded options. Example: KAD 400M R3 TB SCWA SPD04 LPI
Options Finish17 Lamp18
Shipped installed in fixtureSF Single fuse (120, 277, 347V)13
DF Double fuse (208, 240, 480V)13
PD Power tray14
PER NEMA twist-lock receptacle only (no photocontrol)
QRS Quartz restrike system15
QRSTD QRS time delay15
WTB Terminal wiring block14
CSA CSA CertifiedINTL Available MH for probe start
shipping outside the U.S.REGC1 California Title 20, effective
1/1/2010Shipped separately10
HS House side shieldPE1 NEMA twist-lock PE (120,
208, 240V)
PE3 NEMA twist-lock PE (347V)PE4 NEMA twist-lock PE (480V)PE7 NEMA twist-lock PE (277V)SC Shorting cap for PER
optionVG Vandal guard16
WG Wire guard16
(blank) Dark bronzeDWH WhiteDBL BlackDMB Medium bronzeDNA Natural aluminumSuper Durable FinishesDDBXD Dark bronzeDBLXD Black
DNAXD Natural aluminumDWHXD WhiteDDBTXD Textured dark bronzeDBLBXD Textured blackDNATXD Textured natural
aluminumDWHGXD Textured white
LPI Lamp included
L/LP Less lamp
Soft Square Lighting
KAD METAL HALIDE: 250-400W HIGH PRESSURE SODIUM: 70-400W
20’ TO 35’ MOUNTING
Specifications
EPA: 1.2 ft.2
*Weight: 35.9 lbs (16.28 kg)
Length: 17-1/2 (44.5)
Width: 17-1/2” (44.5)
Depth: 7-1/8 (18.1)
Notes1. These wattages require the REGC1
option to be chosen for shipments into California for Title 20 compliance. 250M REGC1 in not available in 347 or 480V.
2. Reduced jacket ED28 required for SR2, SR3 and SR4SC optics.
3. Not available with SCWA.4. House-side shield available.5. High performance reflectors not
available with QRSTD.6. Must specify CWI for use in Canada.7. Optional multi-tap ballast (120, 208,
240, 277V; in Canada: 120, 277, 347V).
8. Consult factory for available wattages.9. 9" or 12" arm is required when two or
more luminaires are oriented on a 90° drilling pattern.
10. May be ordered as an accessory. 11. Must specify finish when ordered as an
accessory.12. Only available with SPD04 and SPD09.
Can be ordered as separate line item.13. Must specify voltage. N/A with TB.14. Only available with SR2, SR3 and SR4SC
optics.
7-1/8(18.1)
4(10.2)
17-1/2(44.5)
®
Accessories: Tenon Mounting Slipfitter (RPDXX required.)Order as seperate catalog number. Must be used with pole mounting.
Number of fixtures
Tenon O.D. One Two@180° Two@90° Three@120° Three@90° Four@90°2-3/8" T20-190 T20-280 T20-29019 T20-32019 T20-39019 T20-49019
2-7/8" T25-190 T25-280 T25-29019 T25-320 T25-39019 T25-49019
4 T35-190 T35-280 T35-29019 T35-320 T35-39019 T35-49019
15. Max allowable wattage lamp included. 16. Prefix with KAD when ordered as an
accessory.17. See www.lithonia.com/archcolors for
additional color options.18. Must be specified. L/LP not available
with MHC. 19. Must use RPD09 or RPD12.