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1907
Owner:
Lot 7
4611 South Ocean Blvd.
North Myrtle Beach, South Carolina
TAX MAP No: 156-06-21-006
Drawing List:
March 11, 2019
Architect:
A0.01
A1.01
A2.01
A2.02
A2.03
A5.01
A5.02
A5.03
EXISTING SITE PLAN
SITE PLAN
GROUND FLOOR PLAN
FINISH SCHEDULE
FIRST FLOOR PLAN
SECOND FLOOR PLAN
ELEVATIONS
ELEVATIONS
ELEVATIONS
Architectural:
Schem
atic D
esign
THIS DRAWING & DESIGN IS
THE PROPERTY OF
REPRODUCTION OR REUSE IN
WHOLE OR IN PART WITHOUT
WRITTEN PERMISSION IS
FORBIDDEN
WWW.D3GA.NET
843.427.4450
PO BOX 7069
MYRTLE BEACH, SC 29572
D3G ARCHITECTS, LLC
D3G ARCHITECTS, LLC
FILE NUMBER:
ARCHITECTS
Barefoot Resort
D3G Architects
BarefootRESORT CABANA
March 11, 2019
Lot 7
4611 South Ocean Blvd.
North Myrtle Beach, SC
1907
REVISION DATE:
DATE:
THIS DRAWING & DESIGN IS
THE PROPERTY OF
REPRODUCTION OR REUSE IN
WHOLE OR IN PART WITHOUT
WRITTEN PERMISSION IS
FORBIDDEN
WWW.D3GA.NET
843.427.4450
350 HILTON ROAD / SUITE 101
MYRTLE BEACH, SC 29572
D3G ARCHITECTS, LLC
D3G ARCHITECTS, LLC
SHEET NUMBER:
SHEET TITLE:
FILE NUMBER:
PROJECT TITLE:
ARCHITECTS
BarefootRESORT CABANA
Schem
atic D
esign
WV
TP
TP
12" PALM
12" PALM
12" PALM
12" PALM
12" PALM
12" PALM
12" PALM
12" PALM
12" PALM
12" PALM
SC
O
CR
M B
AS
ELIN
E
SC
O
CR
M S
ET
BA
CK
L
IN
E
WM
CATV
CO
GAZEBO
EDGE OF CONCRETE
ST
AIR
S
TP
FE
NC
E
F
E
N
C
E
F
E
N
C
E
F
E
N
C
E
TO
E O
F D
U
N
E
TO
E O
F D
UN
E
T
O
E
O
F
D
U
N
E
TO
E O
F D
U
N
E
TO
E O
F D
UN
E
T
O
P
O
F
D
U
N
E
TO
P O
F D
UN
E
TO
P O
F D
UN
E
TO
P O
F D
UN
E
SHOWER
ELEVATOR
FE
NC
E
FE
NC
E
FENCE
FENCE
FENCE
FENCE
FE
NC
E
PL
AN
TE
R
SID
EW
AL
K
WOOD WALKWAY
PA
RK
IN
G
CO
DECK
TO
E O
F D
UN
E
EDGE OF CONCRETE
12" PALM
CONCRETE
GA
TE
BA
CK
O
F C
UR
B
CONC.
S32°43'26"E 149.84'
N5
7°2
0'5
9"E
5
9.9
3'
N5
7°2
8'2
3"E
6
0.0
2'
S32°45'40"E 149.97'
PA
RK
IN
G
ED
GE
O
F P
AV
EM
EN
T
PLANTER
E.B.
E.B.
E.B.
WA
LL
E.B.
E.B.
GA
TE
GATE
15
' B
.S
.L
.
3' B.S.L.
5' B.S.L.
EMERALD COVE II
M
C
CRESCENT SANDS
STONE
E.B.
FDC
AT
LA
NT
IC
O
CE
AN
AP
PR
OX
IM
AT
E M
EA
N H
IG
H W
AT
ER
LIN
E
ST
RIP
E
1A0.01
SCALE: 1/8" = 1'-0"
EXISTING SITE PLAN
EXISTING SITE PLAN
A0.01
50' R
IG
HT
O
F W
AY
SO
UT
H O
CE
AN
B
LV
D
ST
RIP
E
WV
WV
WV
12" PALM
12" PALM
WM
WV
WV
WM
TP
DECK
AP
PR
OX
IM
AT
E M
EA
N H
IG
H W
AT
ER
L
IN
E
AT
LA
NT
IC
O
CE
AN
BAREFOOT CABANA
LOT 78,990 SF
0.21 ACRES
March 11, 2019
Lot 7
4611 South Ocean Blvd.
North Myrtle Beach, SC
1907
REVISION DATE:
DATE:
THIS DRAWING & DESIGN IS
THE PROPERTY OF
REPRODUCTION OR REUSE IN
WHOLE OR IN PART WITHOUT
WRITTEN PERMISSION IS
FORBIDDEN
WWW.D3GA.NET
843.427.4450
350 HILTON ROAD / SUITE 101
MYRTLE BEACH, SC 29572
D3G ARCHITECTS, LLC
D3G ARCHITECTS, LLC
SHEET NUMBER:
SHEET TITLE:
FILE NUMBER:
PROJECT TITLE:
ARCHITECTS
BarefootRESORT CABANA
Schem
atic D
esign
WV
TP
TP
12" PALM
12" PALM
12" PALM
12" PALM
12" PALM
SC
O
CR
M B
AS
ELIN
E
SC
O
CR
M S
ET
BA
CK
L
IN
E
WM
CATV
CO
GAZEBO
EDGE OF CONCRETE
TP
FE
NC
E
F
E
N
C
E
F
E
N
C
E
F
E
N
C
E
TO
E O
F D
U
N
E
TO
E O
F D
UN
E
T
O
E
O
F
D
U
N
E
TO
E O
F D
U
N
E
TO
E O
F D
UN
E
T
O
P
O
F
D
U
N
E
TO
P O
F D
UN
E
TO
P O
F D
UN
E
TO
P O
F D
UN
E
FE
NC
E
FE
NC
E
FENCE
FENCE
FENCE
FENCE
PA
RK
IN
G
CO
DECK
TO
E O
F D
UN
E
EDGE OF CONCRETE
CONCRETE
GA
TE
BA
CK
O
F C
UR
B
S32°43'26"E 149.84'
N5
7°2
0'5
9"E
5
9.9
3'
N5
7°2
8'2
3"E
6
0.0
2'
S32°45'40"E 149.97'
PA
RK
IN
G
ED
GE
O
F P
AV
EM
EN
T
PLANTER
E.B.
E.B.
E.B.
WA
LL
E.B.
E.B.
GA
TE
15
' B
.S
.L
.
3' B.S.L.
5' B.S.L.
EMERALD COVE II
M
C
CRESCENT SANDS
E.B.
FDC
AT
LA
NT
IC
O
CE
AN
AP
PR
OX
IM
AT
E M
EA
N H
IG
H W
AT
ER
L
IN
E
ST
RIP
E
1A1.01
SCALE: 1/8" = 1'-0"
SITE PLAN
SITE PLAN
A1.01
50' R
IG
HT
O
F W
AY
SO
UT
H O
CE
AN
B
LV
D
ST
RIP
E
WV
WV
WV
12" PALM
12" PALM
WM
WV
WV
WM
TP
DECK
AP
PR
OX
IM
AT
E M
EA
N H
IG
H W
AT
ER
L
IN
E
AT
LA
NT
IC
O
CE
AN
BAREFOOT CABANA
LOT 78,990 SF
0.21 ACRES
RAMP
SC
O
CR
M B
AS
ELIN
E
SC
O
CR
M S
ET
BA
CK
L
IN
E
10'-0"
10'-0
"1
0'-0
"9
'-0"
5'-0"
4'-11
1
/4
"
19'-0" 22'-0"5'-0"
5'-0"
3'-0" 6'-0" 6'-0"2'-10"
March 11, 2019
Lot 7
4611 South Ocean Blvd.
North Myrtle Beach, SC
1907
REVISION DATE:
DATE:
THIS DRAWING & DESIGN IS
THE PROPERTY OF
REPRODUCTION OR REUSE IN
WHOLE OR IN PART WITHOUT
WRITTEN PERMISSION IS
FORBIDDEN
WWW.D3GA.NET
843.427.4450
350 HILTON ROAD / SUITE 101
MYRTLE BEACH, SC 29572
D3G ARCHITECTS, LLC
D3G ARCHITECTS, LLC
SHEET NUMBER:
SHEET TITLE:
FILE NUMBER:
PROJECT TITLE:
ARCHITECTS
BarefootRESORT CABANA
Schem
atic D
esign
1A2.01
SCALE: 1/8" = 1'-0"
GROUND FLOOR PLAN
GROUND FLOOR PLAN
A2.01
3500
ELEVATOR
STAIRS B
GROUNDENTRY
RISERROOM
X
14.50
X
14.50
DUNESCROSSOVER
X
10.00
SHUFFLEBOARD
X
10.00
STAIRS A
UP
UP
SHOWERSHOWER SHOWER
48
" W
ID
E
SE
CU
RIT
Y
GA
TE
DO
UB
LE
3
6" W
ID
E
SE
CU
RIT
Y G
AT
E
SAND
TRAP
RA
MP
RA
MP
LANDING
ST
AIR
S
DECKCROSSOVER
X
10.00
X
14.50
X
14.50
DN UP
DN
UP
DN
UP
PAVILIONCONCRETE
107
15
1597
FOOT
WASH
FOOT
WASH
ROOM FINISH SCHEDULE - GROUND FLOORFLOOR BASEROOM WALL HEIGHTCEILING
DECK CROSSOVER
REMARKS
--PTW HPB--
TRIM
-- 8'-0"
STAIR B
SPRINKLER
#
--
--
WAINSCOT
--
--
ROOM FINISH SCHEDULE - FIRST FLOORFLOOR BASEROOM WALL HEIGHTCEILING
STAIR A
STAIR B
REMARKSTRIM
PASSAGE
# WAINSCOT
--
BALCONY
HVAC
OCEAN PAVILION
STORAGE
CATERER KITCHEN
JANITOR
ELECTRICAL
1) CAR/VCT = TWO FINISHES IN THE SAME ROOM. SEE FLOOR
PLAN, REFLECTED CEILING PLAN OR SCHEDULE NOTES FOR
LOCATIONS.
2) SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT CHANGES,
LOCATION OF GYPSUM BOARD, LOCATION OF BULKHEADS AND/OR
SPECIAL CEILING TREATMENT.
3) CASEWORK TO RECEIVE BASE BY FLOORING CONTRACTOR.
4) FLOOR AND WALL FINISHES ARE TO BE INSTALLED COVERING
ENTIRE FLOOR AND WALL PRIOR TO INSTALLATION OF CASEWORK
AND OR FURNISHINGS.
5) ALL CASEWORK WILL BE STAINLESS STEEL WITH GRANITE
COUNTER TOPS.
FINISH NOTES:
CMUCON / RUB -- -- --
--
CMUCON -- -- --
--
-- --
--
-- --
--
-- --
--
-- --
--
HPP -- --
--
HPP -- --
--
PTG -- --
--
HPP -- --
--
HPPCMB -- --
--
PTU
PTU
CMB
CMBTTP
PTU
PTU
PTU
PTU
RAMP
STAIRS
CONCRETE PAVILION
GROUND ENTRY
STAIR A
--
--
--
--
--
--
--PTW -- -- --
--PTW -- -- --
--CON -- -- --
--CON -- -- --
CMUCON / RUB -- -- --
CMU--RUB
----TTP
----TTP
--CMBTTP
--
--
--
--
--
--
--
--
--
--
ROOM FINISH SCHEDULE - SECOND FLOORFLOOR BASEROOM WALL HEIGHTCEILING REMARKS
CMU HPB
TRIM
-- 12'-0"
# WAINSCOT
--
--
-- 12'-0"--
--
-- 12'-0"--
--
-- ----
--
-- 12'-0"--
--
PTG -- 12'-0"--
--
PTG -- 12'-0"--
--
PTG -- 12'-0"--
--
PTU
PTU
PTU
--RUB
PTU
PTU
PTU
CMU HPB--RUB
-- ----TTP
-- ----TTP
HPP HPBCMBPTU
HPB
HPB
HPB
--
--
--
--
--
--
--
--
FINISH MATERIALS:CON
PTU
TTP
RUB
PTW
PB
RUB
CMB
PTU
CMU
PTG
HPP
HPB
PNTF
PNTN
HPP
PNTG
PNTE
HPB
CR1
CM1
CONCRETE - SEALED
PORCELAIN TILE UNGLAZED
TILE TECH PORCELAIN FLOORING SYSTEM
RUBBER FLOORING & TREADS
PRESSURE TREAT 5/4"x6" WOOD DECK BOARDS
PLASTIC DECK BOARDS
4" RUBBER BASE
6" HIGH HLD HARDITRIM CEMENT BOARD BASE
6" PORCELAIN TILE UNGLAZED BASE
COLORED SINGLE SCORE CONCRETE MASONRY BLOCK
PORCELAIN TILE GLAZED
HARDIPANEL PRE PAINTED by MANUFACTURER
HARDIBOARDS PRE PAINTED by MANUFACTURER
PAINT (FLAT):
PAINT (SATIN):
PAINT (SEMI-GLOSS):
PAINT (GLOSS):
PAINT (EPOXY):
PAINT (SATIN W/ KNOCK DOWN FINISH):
6" HIGH HLD HARDITRIM CEMENT BOARD CHAIR RAIL
TOP OF RAIL @ 48" AFF
6" HIGH HLD HARDITRIM CEMENT BOARD CROWN MOLDING--
--
--
--
HPB
HPB
HPB
HPB
HPB
--
--
--
--
--
HPB
HPB
HPB
HPB
--
--
HPP
VARIES
VARIES
12'-8"
12'-8"
--
--
12'-0"
WOMEN
PTGPTU -- --
--
PTU
--
HPB
MEN
PTGPTU -- --
--
PTU
--
HPB
-- 10'-0"--CMU--RUB --
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
STAIR A
STAIR B
ROOFTOP SUNDECK
BALCONY
STORAGE
WET BAR
WOMEN
MEN
WET BAR
PTGPTU -- --
--
PTU
--
HPB 10'-0"
A7.02
1
SEE WALL SECTION "1"
ON SHEET "A7.02"
PLAN LEGEND:KITCHEN
NAME (KITCHEN), SEE FINISH SCHEDULE A12.01
GENERAL NOTES:1: DO NOT SCALE DRAWINGS. ALL WRITTEN DIMENSIONS GOVERN.
REPORT ANY DISCREPANCIES TO ARCHITECT IMMEDIATELY PRIOR
TO ROUGH-IN, ERECTION, FABRICATION OR INSTALLATION. VERIFY
ALL DIMENSIONS SHOWN FOR ANY APPLIANCES, EQUIPMENT, ETC.
2: ALL DIMENSIONS ARE TO FACE OF CMU OR WOOD STUDS UNLESS
OTHERWISE NOTED.
3: CONTRACTOR IS TO VISIT SITE AND FAMILIARIZE HIMSELF WITH
EXISTING JOB CONDITIONS.
4: CONTRACTOR IS TO FIELD-DETERMINE DIMENSIONS PRIOR TO
COMMENCEMENT OF CONSTRUCTION ACTIVITIES.
5: CONTRACTOR IS TO NOTIFY ARCHITECT OF ANY DISCREPANCIES
DISCOVERED PRIOR TO PROCEEDING WITH WORK.
6: ALL DETAILS AND WALL SECTIONS ON THE DRAWINGS ARE
EXTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO
ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT EXCEPT
WHERE A SEPARATE DETAIL IS SHOWN.
7: ACCESSIBLE SIDEWALKS:
(ACCESSIBLE SIDEWALKS ARE FROM H/C PARKING, DROP-OFF
AREAS, ETC. TO THE NEAREST BUILDING ENTRANCE)
SLOPE SHALL BE LESS THAN 1:20 MAX. IN DIRECTION OF TRAVEL AND
CROSS SLOPE SHALL BE 1:48 MAX.
8: EXTERIOR DOOR PADS:
SLOPE SHALL BE LESS THAN 1:50 FOR A DISTANCE OF 5'-0" AWAY
FROM THE DOOR. THE PAD AND THE INTERIOR FINISH FLOOR AT THE
DOOR SHALL BE AT THE SAME ELEVATION.
STOREFRONT TYPE 2, SEE STOREFRONT TYPE 2
SEE SHEET A9.01.
SF-2
4
DOOR TYPE 04, SEE DOOR NUMBER 04
SEE SHEET A8.01.
9.42
SPOT ELEVATION (9.42')
CONTROL JOINT - SEE DETAIL A/A1.07
EXPANSION JOINT - SEE DETAIL A/A1.07
FINISH FLOOR ELEVATION
FLOOR DRAIN
CJ
EJ
F.F.E.
FD
CASEWORK ELEVATION #"4"
#"4r" = MIRROR IMAGE OF #"4"
SEE SHEETS A11.01.
5
TOILET ACCESSORIES #5, SEE SHEET A10.01.
SEE TOILET ACCESSORIES #5
FE-2
10lb FIRE EXTINGUISHER, SEE DETAIL I/A13.01.
FE-1 = SEMIRECCESS CABINET
FE-2 = WALL BRACKET
WALL OR FLOOR ASSEMBLY HAVING A SPECIFIED FIRE RESISTANCE
RATING DESIGNED AND CONSTRUCTED TO LIMIT THE SPREAD OF FIRE
IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. WALL
ASSEMBLY SHALL EXTEND CONTINUOUSLY FROM FLOOR SLAB TO
UNDERSIDE OF ROOF DECK. PENETRATIONS AND OPENINGS IN FIRE
BARRIERS SHALL BE PROTECTED AS FOLLOWS:
1: ALL DOORS, FRAMES AND HARDWARE IN FIRE BARRIERS SHALL BE
RATED AND LABELED AS FOLLOWS:
2: ALL OPENINGS FOR AIR HANDLING DUCTWORK SHALL REQUIRE
APPROVED FIRE DAMPERS. (SEE MECHANICAL DRAWINGS)
3: ALL PENETRATIONS AND MISCELLANEOUS OPENINGS SHALL BE
SEALED WITH "NFPA" APPROVED MATERIALS. SEE SHEET "A13.01"
4: SEAL FIRE RATED BARRIERS TO FIRE RATED CEILING WITH "NFPA"
APPROVED MATERIALS. SEE SHEET "A13.01"
RATED BARRIER LEGEND:
2 HOUR RATED BARRIER
1 HOUR RATED BARRIER
3 HOUR RATED BARRIER
@ 1 HOUR RATED BARRIER 45 MIN.-
SHAFT - 60 MIN.
-EXTERIOR WALLS 45 MIN.
@ 2 HOUR RATED BARRIER -
-EXTERIOR WALLS
90 MIN.
90 MIN.
EXTERIOR WALLS
@ 3 HOUR RATED BARRIER
-
-
90 MIN.
180 MIN.
ACCESS CORRIDORS 20 MIN.-
CMU EXTERIOR WALL:
8" COLORED SINGLE SCORE CMU WALL
TO BEARING HEIGHT U.N.O.
CMU EXTERIOR WALL:
8" CMU WALL WITH BORAL STONE VENEER
TO BEARING HEIGHT U.N.O.
STUD EXTERIOR WALL:
2x6 WOOD STUDS WALL @ 16" 0.C.
EXTERIOR: SHEATHING, BUILDING WRAP,
HARDISIDING W/ R19 BATT INSULATION.
INTERIOR: HARDIPANEL VERTICAL SIDING.
2x6 WOOD STUDS INTERIOR WALL:
2x6 WOOD STUDS @ 16" O.C. WITH HARDIPANEL
VERTICAL SIDING BOTH SIDES.
EXTERIOR COLUMN:
2x6 STUDS IN A 10"x10" SQUARE WITH
SHEATHING, BUILDING WRAP,
HARDIPANEL VERTICAL SIDING
WALL LEGEND:
WALL NOTES:
1) CMU WALL DIMENSIONS ARE NOMINAL 8" OR 12",
ACTUAL 7 5/8" OR 11 5/8". MASON IS TO MAINTAIN A
CONSISTENT LAYOUT PATTERN RELATIVE TO THE 3/8".
O4
WINDOW TYPE 2, SEE WINDOW TYPE 2
SEE SHEET A9.01.
WT-2
OCCUPANT LOAD
TOTAL OCCUPANT
OF SPACE
SQUARE FOOTAGE
EGRESS / OCCUPANT LOAD:
450
40
LOAD
EXIT DOORS, STAIRS, & CORRIDORS.
EXIT CAPACITY FOR:
20
800
FACTOR
OF ONE (1)
OCCUPANT LOAD
SHUFFLEBOARD
1) ALL METAL STRUCTURAL CONNECTORS SHALL BE STAINLESS
STEEL.
2) FOUNDATIONS WILL BE WOOD PILES PER THE GEOTECH
REPORT WITH CONCRETE CAPS.
3) THE STRUCTURAL SYSTEM FOR THE GROUND FLOOR WILL BE
SLAB ON GRADE CONCRETE.
4) THE STRUCTURAL SYSTEM FOR THE FIRST AND SECOND
FLOORS WILL BE FLOOR TRUSSES.
5) THE STRUCTURAL SYSTEM FOR THE ROOF WILL BE ROOF
TRUSSES.
6) ALL SUPPORTS FROM THE GROUND FLOOR TO THE FIRST
FLOOR SHALL BE CONCRETE MASONRY UNITS (CMU).
5) ALL SUPPORTS FOR THE FIRST AND SECOND FLOOR WILL BE
WOOD STUDS.
STRUCTURAL NOTES:
A7.02
1
SEE WALL SECTION "1"
ON SHEET "A7.02"
PLAN LEGEND:KITCHEN
NAME (KITCHEN), SEE FINISH SCHEDULE A12.01
GENERAL NOTES:1: DO NOT SCALE DRAWINGS. ALL WRITTEN DIMENSIONS GOVERN.
REPORT ANY DISCREPANCIES TO ARCHITECT IMMEDIATELY PRIOR
TO ROUGH-IN, ERECTION, FABRICATION OR INSTALLATION. VERIFY
ALL DIMENSIONS SHOWN FOR ANY APPLIANCES, EQUIPMENT, ETC.
2: ALL DIMENSIONS ARE TO FACE OF CMU OR WOOD STUDS UNLESS
OTHERWISE NOTED.
3: CONTRACTOR IS TO VISIT SITE AND FAMILIARIZE HIMSELF WITH
EXISTING JOB CONDITIONS.
4: CONTRACTOR IS TO FIELD-DETERMINE DIMENSIONS PRIOR TO
COMMENCEMENT OF CONSTRUCTION ACTIVITIES.
5: CONTRACTOR IS TO NOTIFY ARCHITECT OF ANY DISCREPANCIES
DISCOVERED PRIOR TO PROCEEDING WITH WORK.
6: ALL DETAILS AND WALL SECTIONS ON THE DRAWINGS ARE
EXTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO
ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT EXCEPT
WHERE A SEPARATE DETAIL IS SHOWN.
7: ACCESSIBLE SIDEWALKS:
(ACCESSIBLE SIDEWALKS ARE FROM H/C PARKING, DROP-OFF
AREAS, ETC. TO THE NEAREST BUILDING ENTRANCE)
SLOPE SHALL BE LESS THAN 1:20 MAX. IN DIRECTION OF TRAVEL AND
CROSS SLOPE SHALL BE 1:48 MAX.
8: EXTERIOR DOOR PADS:
SLOPE SHALL BE LESS THAN 1:50 FOR A DISTANCE OF 5'-0" AWAY
FROM THE DOOR. THE PAD AND THE INTERIOR FINISH FLOOR AT THE
DOOR SHALL BE AT THE SAME ELEVATION.
STOREFRONT TYPE 2, SEE STOREFRONT TYPE 2
SEE SHEET A9.01.
SF-2
4
DOOR TYPE 04, SEE DOOR NUMBER 04
SEE SHEET A8.01.
9.42
SPOT ELEVATION (9.42')
CONTROL JOINT - SEE DETAIL A/A1.07
EXPANSION JOINT - SEE DETAIL A/A1.07
FINISH FLOOR ELEVATION
FLOOR DRAIN
CJ
EJ
F.F.E.
FD
CASEWORK ELEVATION #"4"
#"4r" = MIRROR IMAGE OF #"4"
SEE SHEETS A11.01.
5
TOILET ACCESSORIES #5, SEE SHEET A10.01.
SEE TOILET ACCESSORIES #5
FE-2
10lb FIRE EXTINGUISHER, SEE DETAIL I/A13.01.
FE-1 = SEMIRECCESS CABINET
FE-2 = WALL BRACKET
WALL OR FLOOR ASSEMBLY HAVING A SPECIFIED FIRE RESISTANCE
RATING DESIGNED AND CONSTRUCTED TO LIMIT THE SPREAD OF FIRE
IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. WALL
ASSEMBLY SHALL EXTEND CONTINUOUSLY FROM FLOOR SLAB TO
UNDERSIDE OF ROOF DECK. PENETRATIONS AND OPENINGS IN FIRE
BARRIERS SHALL BE PROTECTED AS FOLLOWS:
1: ALL DOORS, FRAMES AND HARDWARE IN FIRE BARRIERS SHALL BE
RATED AND LABELED AS FOLLOWS:
2: ALL OPENINGS FOR AIR HANDLING DUCTWORK SHALL REQUIRE
APPROVED FIRE DAMPERS. (SEE MECHANICAL DRAWINGS)
3: ALL PENETRATIONS AND MISCELLANEOUS OPENINGS SHALL BE
SEALED WITH "NFPA" APPROVED MATERIALS. SEE SHEET "A13.01"
4: SEAL FIRE RATED BARRIERS TO FIRE RATED CEILING WITH "NFPA"
APPROVED MATERIALS. SEE SHEET "A13.01"
RATED BARRIER LEGEND:
2 HOUR RATED BARRIER
1 HOUR RATED BARRIER
3 HOUR RATED BARRIER
@ 1 HOUR RATED BARRIER 45 MIN.-
SHAFT - 60 MIN.
-EXTERIOR WALLS 45 MIN.
@ 2 HOUR RATED BARRIER -
-EXTERIOR WALLS
90 MIN.
90 MIN.
EXTERIOR WALLS
@ 3 HOUR RATED BARRIER
-
-
90 MIN.
180 MIN.
ACCESS CORRIDORS 20 MIN.-
CMU EXTERIOR WALL:
8" COLORED SINGLE SCORE CMU WALL
TO BEARING HEIGHT U.N.O.
CMU EXTERIOR WALL:
8" CMU WALL WITH BORAL STONE VENEER
TO BEARING HEIGHT U.N.O.
STUD EXTERIOR WALL:
2x6 WOOD STUDS WALL @ 16" 0.C.
EXTERIOR: SHEATHING, BUILDING WRAP,
HARDISIDING W/ R19 BATT INSULATION.
INTERIOR: HARDIPANEL VERTICAL SIDING.
2x6 WOOD STUDS INTERIOR WALL:
2x6 WOOD STUDS @ 16" O.C. WITH HARDIPANEL
VERTICAL SIDING BOTH SIDES.
EXTERIOR COLUMN:
2x6 STUDS IN A 10"x10" SQUARE WITH
SHEATHING, BUILDING WRAP,
HARDIPANEL VERTICAL SIDING
WALL LEGEND:
WALL NOTES:
1) CMU WALL DIMENSIONS ARE NOMINAL 8" OR 12",
ACTUAL 7 5/8" OR 11 5/8". MASON IS TO MAINTAIN A
CONSISTENT LAYOUT PATTERN RELATIVE TO THE 3/8".
O4
WINDOW TYPE 2, SEE WINDOW TYPE 2
SEE SHEET A9.01.
WT-2
OCCUPANT LOAD
TOTAL OCCUPANT
OF SPACE
SQUARE FOOTAGE
EGRESS / OCCUPANT LOAD:
450
40
LOAD
EXIT DOORS, STAIRS, & CORRIDORS.
EXIT CAPACITY FOR:
20
800
FACTOR
OF ONE (1)
OCCUPANT LOAD
March 11, 2019
Lot 7
4611 South Ocean Blvd.
North Myrtle Beach, SC
1907
REVISION DATE:
DATE:
THIS DRAWING & DESIGN IS
THE PROPERTY OF
REPRODUCTION OR REUSE IN
WHOLE OR IN PART WITHOUT
WRITTEN PERMISSION IS
FORBIDDEN
WWW.D3GA.NET
843.427.4450
350 HILTON ROAD / SUITE 101
MYRTLE BEACH, SC 29572
D3G ARCHITECTS, LLC
D3G ARCHITECTS, LLC
SHEET NUMBER:
SHEET TITLE:
FILE NUMBER:
PROJECT TITLE:
ARCHITECTS
BarefootRESORT CABANA
Schem
atic D
esign
1A2.02
SCALE: 1/4" = 1'-0"
FIRST FLOOR PLAN
FIRST FLOOR PLAN
A2.02
3500
ELEVATOR
MINI-SPLIT
A/C UNIT
MINI-SPLIT
A/C UNIT
SINK
TOILET URINAL
TOILET TOILET
SINK
SINK SINK
JA
N.
SIN
K
WATER
HEATER
RE
FR
IG
24 SINK
ICE
HB
MEN
WOMEN
STAIRS A
STAIRS B
WET BAR
PASSAGE
PASSAGE
PASSAGE
JANITOR ELECTRICAL
UP
DN
UPDN
PAVILIONOCEANFRONT
88
15
1320
BALCONY
10
15
145
STORAGE
1
300
47
KITCHENCATERER
1
300
101
HVAC
1
300
61
36 SINK
SH
EL
VE
S
March 11, 2019
Lot 7
4611 South Ocean Blvd.
North Myrtle Beach, SC
1907
REVISION DATE:
DATE:
THIS DRAWING & DESIGN IS
THE PROPERTY OF
REPRODUCTION OR REUSE IN
WHOLE OR IN PART WITHOUT
WRITTEN PERMISSION IS
FORBIDDEN
WWW.D3GA.NET
843.427.4450
350 HILTON ROAD / SUITE 101
MYRTLE BEACH, SC 29572
D3G ARCHITECTS, LLC
D3G ARCHITECTS, LLC
SHEET NUMBER:
SHEET TITLE:
FILE NUMBER:
PROJECT TITLE:
ARCHITECTS
BarefootRESORT CABANA
Schem
atic D
esign
1A2.03
SCALE: 1/4" = 1'-0"
SECOND FLOOR PLAN
SECOND FLOOR PLAN
A2.03
3500
ELEVATOR
ICE
TOILET TOILET
SINKSINK
RESTROOMRESTROOM
WET BAR
PASSAGE
STAIRS A
DN
STAIRS B
DN
STORAGE
1
300
193
BALCONY
8
15
120
SUNDECKROOFTOP
125
15
1870
A7.02
1
SEE WALL SECTION "1"
ON SHEET "A7.02"
PLAN LEGEND:KITCHEN
NAME (KITCHEN), SEE FINISH SCHEDULE A12.01
GENERAL NOTES:1: DO NOT SCALE DRAWINGS. ALL WRITTEN DIMENSIONS GOVERN.
REPORT ANY DISCREPANCIES TO ARCHITECT IMMEDIATELY PRIOR
TO ROUGH-IN, ERECTION, FABRICATION OR INSTALLATION. VERIFY
ALL DIMENSIONS SHOWN FOR ANY APPLIANCES, EQUIPMENT, ETC.
2: ALL DIMENSIONS ARE TO FACE OF CMU OR WOOD STUDS UNLESS
OTHERWISE NOTED.
3: CONTRACTOR IS TO VISIT SITE AND FAMILIARIZE HIMSELF WITH
EXISTING JOB CONDITIONS.
4: CONTRACTOR IS TO FIELD-DETERMINE DIMENSIONS PRIOR TO
COMMENCEMENT OF CONSTRUCTION ACTIVITIES.
5: CONTRACTOR IS TO NOTIFY ARCHITECT OF ANY DISCREPANCIES
DISCOVERED PRIOR TO PROCEEDING WITH WORK.
6: ALL DETAILS AND WALL SECTIONS ON THE DRAWINGS ARE
EXTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO
ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT EXCEPT
WHERE A SEPARATE DETAIL IS SHOWN.
7: ACCESSIBLE SIDEWALKS:
(ACCESSIBLE SIDEWALKS ARE FROM H/C PARKING, DROP-OFF
AREAS, ETC. TO THE NEAREST BUILDING ENTRANCE)
SLOPE SHALL BE LESS THAN 1:20 MAX. IN DIRECTION OF TRAVEL AND
CROSS SLOPE SHALL BE 1:48 MAX.
8: EXTERIOR DOOR PADS:
SLOPE SHALL BE LESS THAN 1:50 FOR A DISTANCE OF 5'-0" AWAY
FROM THE DOOR. THE PAD AND THE INTERIOR FINISH FLOOR AT THE
DOOR SHALL BE AT THE SAME ELEVATION.
STOREFRONT TYPE 2, SEE STOREFRONT TYPE 2
SEE SHEET A9.01.
SF-2
4
DOOR TYPE 04, SEE DOOR NUMBER 04
SEE SHEET A8.01.
9.42
SPOT ELEVATION (9.42')
CONTROL JOINT - SEE DETAIL A/A1.07
EXPANSION JOINT - SEE DETAIL A/A1.07
FINISH FLOOR ELEVATION
FLOOR DRAIN
CJ
EJ
F.F.E.
FD
CASEWORK ELEVATION #"4"
#"4r" = MIRROR IMAGE OF #"4"
SEE SHEETS A11.01.
5
TOILET ACCESSORIES #5, SEE SHEET A10.01.
SEE TOILET ACCESSORIES #5
FE-2
10lb FIRE EXTINGUISHER, SEE DETAIL I/A13.01.
FE-1 = SEMIRECCESS CABINET
FE-2 = WALL BRACKET
WALL OR FLOOR ASSEMBLY HAVING A SPECIFIED FIRE RESISTANCE
RATING DESIGNED AND CONSTRUCTED TO LIMIT THE SPREAD OF FIRE
IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. WALL
ASSEMBLY SHALL EXTEND CONTINUOUSLY FROM FLOOR SLAB TO
UNDERSIDE OF ROOF DECK. PENETRATIONS AND OPENINGS IN FIRE
BARRIERS SHALL BE PROTECTED AS FOLLOWS:
1: ALL DOORS, FRAMES AND HARDWARE IN FIRE BARRIERS SHALL BE
RATED AND LABELED AS FOLLOWS:
2: ALL OPENINGS FOR AIR HANDLING DUCTWORK SHALL REQUIRE
APPROVED FIRE DAMPERS. (SEE MECHANICAL DRAWINGS)
3: ALL PENETRATIONS AND MISCELLANEOUS OPENINGS SHALL BE
SEALED WITH "NFPA" APPROVED MATERIALS. SEE SHEET "A13.01"
4: SEAL FIRE RATED BARRIERS TO FIRE RATED CEILING WITH "NFPA"
APPROVED MATERIALS. SEE SHEET "A13.01"
RATED BARRIER LEGEND:
2 HOUR RATED BARRIER
1 HOUR RATED BARRIER
3 HOUR RATED BARRIER
@ 1 HOUR RATED BARRIER 45 MIN.-
SHAFT - 60 MIN.
-EXTERIOR WALLS 45 MIN.
@ 2 HOUR RATED BARRIER -
-EXTERIOR WALLS
90 MIN.
90 MIN.
EXTERIOR WALLS
@ 3 HOUR RATED BARRIER
-
-
90 MIN.
180 MIN.
ACCESS CORRIDORS 20 MIN.-
CMU EXTERIOR WALL:
8" COLORED SINGLE SCORE CMU WALL
TO BEARING HEIGHT U.N.O.
CMU EXTERIOR WALL:
8" CMU WALL WITH BORAL STONE VENEER
TO BEARING HEIGHT U.N.O.
STUD EXTERIOR WALL:
2x6 WOOD STUDS WALL @ 16" 0.C.
EXTERIOR: SHEATHING, BUILDING WRAP,
HARDISIDING W/ R19 BATT INSULATION.
INTERIOR: HARDIPANEL VERTICAL SIDING.
2x6 WOOD STUDS INTERIOR WALL:
2x6 WOOD STUDS @ 16" O.C. WITH HARDIPANEL
VERTICAL SIDING BOTH SIDES.
EXTERIOR COLUMN:
2x6 STUDS IN A 10"x10" SQUARE WITH
SHEATHING, BUILDING WRAP,
HARDIPANEL VERTICAL SIDING
WALL LEGEND:
WALL NOTES:
1) CMU WALL DIMENSIONS ARE NOMINAL 8" OR 12",
ACTUAL 7 5/8" OR 11 5/8". MASON IS TO MAINTAIN A
CONSISTENT LAYOUT PATTERN RELATIVE TO THE 3/8".
O4
WINDOW TYPE 2, SEE WINDOW TYPE 2
SEE SHEET A9.01.
WT-2
OCCUPANT LOAD
TOTAL OCCUPANT
OF SPACE
SQUARE FOOTAGE
EGRESS / OCCUPANT LOAD:
450
40
LOAD
EXIT DOORS, STAIRS, & CORRIDORS.
EXIT CAPACITY FOR:
20
800
FACTOR
OF ONE (1)
OCCUPANT LOAD
24 SINK
HB
ELEVATIONS
A5.01
March 11, 2019
Lot 7
4611 South Ocean Blvd.
North Myrtle Beach, SC
1907
REVISION DATE:
DATE:
THIS DRAWING & DESIGN IS
THE PROPERTY OF
REPRODUCTION OR REUSE IN
WHOLE OR IN PART WITHOUT
WRITTEN PERMISSION IS
FORBIDDEN
WWW.D3GA.NET
843.427.4450
350 HILTON ROAD / SUITE 101
MYRTLE BEACH, SC 29572
D3G ARCHITECTS, LLC
D3G ARCHITECTS, LLC
SHEET NUMBER:
SHEET TITLE:
FILE NUMBER:
PROJECT TITLE:
ARCHITECTS
BarefootRESORT CABANA
Schem
atic D
esign
02
04
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
38
40
41
42
44
46
48
50
52
54
55
56
58
60
62
63
64
65
66
68
70
72
74
76
77
78
80
82
84
86
87
88
90
92
94
GRADE
CONCRETE
HARDIPLANK LAP SIDING
6" EXPOSURE
SMOOTH
HARDISHINGLE CLADDING
STAGGERED-EDGE PANEL
48"Wx18"H
HARDIPANEL VERTICAL SIDING
SMOOTH 48"Wx120"H W/
1" BATT & BOARD @ 12" O.C.
HARDITRIM 7/16" - 8" SMOOTH
HARDITRIM 7/16" - 4" SMOOTH
HARDITRIM 7/16" - 10" SMOOTH
HARDITRIM 7/16" - 6" SMOOTH
HARDITRIM 7/16" - SMOOTH
WRAP STRUCTURAL BEAM
HARDITRIM 7/16" - SMOOTH
WRAP STRUCTURAL COLUMN
HARDITRIM 7/16" - 12" SMOOTH
BRICK VENEER - MODULAR
BRICK VENEER - SOLDIER
BRICK VENEER - ROWLOCK
BRICK VENEER - QUION CORNER
BRICK VENEER - 45° WEAVE STACKED
BRICK VENEER - STACKED
COLOR SINGLE SCORE CMU
CAST STONE - KEY
CAST STONE - WINDOW SILL
CAST STONE - COLUMN CAP
CAST STONE - CHIMNEY CAP
BORAL STONE VENEER
1" RIGID INSULATION EFIS
ALUMINUM FLASHING
32"x16" CRAWL SPACE VENT
60" Dia. ATTIC VENT
HALF CIRCLE ATTIC VENT
COPPER CHIMNEY CAP
P.T. 2-2x8 RAFTERS
P.T. WOOD RAILING
6'-0" HIGH ALUMINUM SECURITY FENCING
ALUMINUM RAILING
42" HIGH STAINLESS STEEL CABLE RAILING
P.T. WOOD STAIRS
P.T. WOOD DECKING
SCREEN WALL
3"x4" DOWNSPOUT
GUTTER
36" AWNING CANOPY
36" DEEP ALUMINUM LOUVER
ALUMINUM LOUVER
SOLID LOUVER
ARCHITECTURAL SHINGLES
RIDGE VENT - SEE DETAIL A/A3.01
WINDOW HEADER TRIM
BAHAMAS SHUTTER, @ 18° ANGLE
BAHAMAS SHUTTER CLOSED
1" STANDING SEAM METAL ROOF
DOORS
WINDOWS
GARAGE DOOR
ELEVATION LEGEND:
12
'-8
"2
'-8
"1
0'-0
"2
'-8
"
15
'-4
"1
2'-8
"1
2'-0
"
28
'-0
"
40
'-0
"
Barefoot ResortBEACH CABANA
GROUND FLOOR
1st FLOOR
FINISH CEILING
2nd FLOOR
FINISH CEILING
FINISH CEILING
SCALE: 1/4" = 1'-0"
NORTHWEST ELEVATION
A5.01
2
SCALE: 1/4" = 1'-0"
SOUTHEAST ELEVATION
A5.01
1
29 8829 88 24 20 29 88
20 XX 88 2426 29 46 76
7778 38
292126 6429 21 266494
38 2164
644638 297877 XX 74 04 620438XX29 04649462
12
'-8
"2
'-8
"1
0'-0
"2
'-8
"
15
'-4
"1
2'-8
"1
2'-0
"
28
'-0
"
40
'-0
"
GROUND FLOOR
1st FLOOR
FINISH CEILING
2nd FLOOR
FINISH CEILING
FINISH CEILING
ELEVATIONS
A5.02
March 11, 2019
Lot 7
4611 South Ocean Blvd.
North Myrtle Beach, SC
1907
REVISION DATE:
DATE:
THIS DRAWING & DESIGN IS
THE PROPERTY OF
REPRODUCTION OR REUSE IN
WHOLE OR IN PART WITHOUT
WRITTEN PERMISSION IS
FORBIDDEN
WWW.D3GA.NET
843.427.4450
350 HILTON ROAD / SUITE 101
MYRTLE BEACH, SC 29572
D3G ARCHITECTS, LLC
D3G ARCHITECTS, LLC
SHEET NUMBER:
SHEET TITLE:
FILE NUMBER:
PROJECT TITLE:
ARCHITECTS
BarefootRESORT CABANA
Schem
atic D
esign
SCALE: 1/4" = 1'-0"
NORTHEAST ELEVATION
A5.02
3
38XX29 04649462 90XX29 0464263860 66
29 8838XX2964
20 XX 54 2426 29 20 38 88 24
02
04
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
38
40
41
42
44
46
48
50
52
54
55
56
58
60
62
63
64
65
66
68
70
72
74
76
77
78
80
82
84
86
87
88
90
92
94
GRADE
CONCRETE
HARDIPLANK LAP SIDING
6" EXPOSURE
SMOOTH
HARDISHINGLE CLADDING
STAGGERED-EDGE PANEL
48"Wx18"H
HARDIPANEL VERTICAL SIDING
SMOOTH 48"Wx120"H W/
1" BATT & BOARD @ 12" O.C.
HARDITRIM 7/16" - 8" SMOOTH
HARDITRIM 7/16" - 4" SMOOTH
HARDITRIM 7/16" - 10" SMOOTH
HARDITRIM 7/16" - 6" SMOOTH
HARDITRIM 7/16" - SMOOTH
WRAP STRUCTURAL BEAM
HARDITRIM 7/16" - SMOOTH
WRAP STRUCTURAL COLUMN
HARDITRIM 7/16" - 12" SMOOTH
BRICK VENEER - MODULAR
BRICK VENEER - SOLDIER
BRICK VENEER - ROWLOCK
BRICK VENEER - QUION CORNER
BRICK VENEER - 45° WEAVE STACKED
BRICK VENEER - STACKED
COLOR SINGLE SCORE CMU
CAST STONE - KEY
CAST STONE - WINDOW SILL
CAST STONE - COLUMN CAP
CAST STONE - CHIMNEY CAP
BORAL STONE VENEER
1" RIGID INSULATION EFIS
ALUMINUM FLASHING
32"x16" CRAWL SPACE VENT
60" Dia. ATTIC VENT
HALF CIRCLE ATTIC VENT
COPPER CHIMNEY CAP
P.T. 2-2x8 RAFTERS
P.T. WOOD RAILING
6'-0" HIGH ALUMINUM SECURITY FENCING
ALUMINUM RAILING
42" HIGH STAINLESS STEEL CABLE RAILING
P.T. WOOD STAIRS
P.T. WOOD DECKING
SCREEN WALL
3"x4" DOWNSPOUT
GUTTER
36" AWNING CANOPY
36" DEEP ALUMINUM LOUVER
ALUMINUM LOUVER
SOLID LOUVER
ARCHITECTURAL SHINGLES
RIDGE VENT - SEE DETAIL A/A3.01
WINDOW HEADER TRIM
BAHAMAS SHUTTER, @ 18° ANGLE
BAHAMAS SHUTTER CLOSED
1" STANDING SEAM METAL ROOF
DOORS
WINDOWS
GARAGE DOOR
ELEVATION LEGEND:
ELEVATIONS
A5.03
March 11, 2019
Lot 7
4611 South Ocean Blvd.
North Myrtle Beach, SC
1907
REVISION DATE:
DATE:
THIS DRAWING & DESIGN IS
THE PROPERTY OF
REPRODUCTION OR REUSE IN
WHOLE OR IN PART WITHOUT
WRITTEN PERMISSION IS
FORBIDDEN
WWW.D3GA.NET
843.427.4450
350 HILTON ROAD / SUITE 101
MYRTLE BEACH, SC 29572
D3G ARCHITECTS, LLC
D3G ARCHITECTS, LLC
SHEET NUMBER:
SHEET TITLE:
FILE NUMBER:
PROJECT TITLE:
ARCHITECTS
BarefootRESORT CABANA
Schem
atic D
esign
SCALE: 1/4" = 1'-0"
SOUTHWEST ELEVATION
A5.03
4
12
'-8
"2
'-8
"1
0'-0
"2
'-8
"
15
'-4
"1
2'-8
"1
2'-0
"
28
'-0
"
40
'-0
"
GROUND FLOOR
1st FLOOR
FINISH CEILING
2nd FLOOR
FINISH CEILING
FINISH CEILING
38 XX 2904 64 94 6290 38 2604 20 26 38
2988 38
21 29 64
20XX5424 262920208824
26
46 6204
02
04
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
38
40
41
42
44
46
48
50
52
54
55
56
58
60
62
63
64
65
66
68
70
72
74
76
77
78
80
82
84
86
87
88
90
92
94
GRADE
CONCRETE
HARDIPLANK LAP SIDING
6" EXPOSURE
SMOOTH
HARDISHINGLE CLADDING
STAGGERED-EDGE PANEL
48"Wx18"H
HARDIPANEL VERTICAL SIDING
SMOOTH 48"Wx120"H W/
1" BATT & BOARD @ 12" O.C.
HARDITRIM 7/16" - 8" SMOOTH
HARDITRIM 7/16" - 4" SMOOTH
HARDITRIM 7/16" - 10" SMOOTH
HARDITRIM 7/16" - 6" SMOOTH
HARDITRIM 7/16" - SMOOTH
WRAP STRUCTURAL BEAM
HARDITRIM 7/16" - SMOOTH
WRAP STRUCTURAL COLUMN
HARDITRIM 7/16" - 12" SMOOTH
BRICK VENEER - MODULAR
BRICK VENEER - SOLDIER
BRICK VENEER - ROWLOCK
BRICK VENEER - QUION CORNER
BRICK VENEER - 45° WEAVE STACKED
BRICK VENEER - STACKED
COLOR SINGLE SCORE CMU
CAST STONE - KEY
CAST STONE - WINDOW SILL
CAST STONE - COLUMN CAP
CAST STONE - CHIMNEY CAP
BORAL STONE VENEER
1" RIGID INSULATION EFIS
ALUMINUM FLASHING
32"x16" CRAWL SPACE VENT
60" Dia. ATTIC VENT
HALF CIRCLE ATTIC VENT
COPPER CHIMNEY CAP
P.T. 2-2x8 RAFTERS
P.T. WOOD RAILING
6'-0" HIGH ALUMINUM SECURITY FENCING
ALUMINUM RAILING
42" HIGH STAINLESS STEEL CABLE RAILING
P.T. WOOD STAIRS
P.T. WOOD DECKING
SCREEN WALL
3"x4" DOWNSPOUT
GUTTER
36" AWNING CANOPY
36" DEEP ALUMINUM LOUVER
ALUMINUM LOUVER
SOLID LOUVER
ARCHITECTURAL SHINGLES
RIDGE VENT - SEE DETAIL A/A3.01
WINDOW HEADER TRIM
BAHAMAS SHUTTER, @ 18° ANGLE
BAHAMAS SHUTTER CLOSED
1" STANDING SEAM METAL ROOF
DOORS
WINDOWS
GARAGE DOOR
ELEVATION LEGEND:
