1
5
6
1
7
3
2
5
'
S
T
A
T
E
B
U
F
F
E
R
5
0
' U
N
D
IS
T
U
R
B
E
D
V
E
G
E
T
A
T
IV
E
B
U
F
F
E
R
5
0
'
U
N
D
I
S
T
U
R
B
E
D
V
E
G
E
T
A
T
I
V
E
B
U
F
F
E
R
5
0
'
U
N
D
I
S
T
U
R
B
E
D
V
E
G
E
T
A
T
I
V
E
B
U
F
F
E
R
A
S
P
H
A
L
T
A
S
P
H
A
L
T
A
S
P
H
A
L
T
A
S
P
H
A
L
T
H
C
H
C
P
A
R
K
R
U
L
E
S
P
O
O
L
E
N
T
R
A
N
C
E
T
4
5
'
-
5
"
1
C4.02
CHAIN LINK FENCE
8' HEIGHT
2
C4.02
CHAIN LINK GATE (SINGLE)
4' WIDE, TYP.
R
1
2
'
-
6
"
4
0
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
1
C4.03
CANOPY - 12' DIAMETER
TYP
2
C4.03
CANOPY - 20' DIAMETER
NOTE: MAINTAIN 4' CLR.
FROM POOL EDGE TO
OUTSIDE OF COLUMN (TYP.)
4
C4.03
LOUNGE CHAIR
TYP
5
C4.03
METAL BLEACHER
TYP
7
C4.03
PAVILION STRUCTURE
3
C4.03
TABLE WITH UMBRELLA
TYP
7
9
'
1
8
'
1
4
'
R
1
0
'
1
4
'
R
5
0
'
R
9
0
'
R45'-6"
R
5
6
'
9
'
-
4
"
6
'
-
4
"
8
'
C
L
E
A
R
8
'
8
'
5
'
-
6
"
5
'-6
"
10'
7
C4.02
CHAIN LINK GATE (DOUBLE)
10' WIDE TOTAL OPENING
R
65'
R50'
1
C4.00
CONCRETE PAVEMENT (STANDARD)
LIGHT DUTY
4
C4.00
CONCRETE CURB (POST)
3
C4.00
ASPHALT PAVEMENT
5
C4.00
ROLL CURB
4
C4.01
LOW CONCRETE RETAINING WALL
78 LF / 4' HT. MAX.
1
C4.01
CONCRETE STEP
2
C4.01
SEAT WALL
5
C4.01
PARK SIGN
(VERIFY W/ OWNER)
R20'
R
7
'-
6
"
R
3
'
T
Y
P
.
R
5
0
'
R5'
R
3
0
'
3
C4.01
QUEUE RAIL
±16 LF
1
C4.00
CONCRETE PAVEMENT (STANDARD)
HEAVY DUTY
CONNECT TO EXISTING PAVEMENT
PROVIDE SMOOTH TRANSITION
3
'
R
5
'
R
2
'
50
51
52
53
54
55
56
1
0
' B
U
IL
D
IN
G
S
E
T
B
A
C
K
57
58
59
61
1000
1001
1002
1003
1004
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
1
2
'
-
8
"
6
'
R
2
1
'
5
'
1
1
'
118
119
120
121
122
123
124
O:\18000s\18141 B
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E_S
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S.dw
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rinted on 2019-07-11
at 6:47:31 P
M.
DATE DESCRIPTIONNO.
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
PROJECT NO. DATE
DRAWN BY
CHECKED BY
SHEET NO.
SCALE
SHEET TITLE
SUBMITTALS / REVISIONS
BID SET
SCALE: 1" = '
0 20 40 60
20
POOL
POOL
SEE WTI DRAWING
POOL BUILDING, SEE
ARCHITECTURE PLANS FOR
ADDITIONAL INFORMATION
C1.00
1" = 20'
07/11/201918141C
LAYOUT PLAN
CIT
Y O
F B
RO
OK
HA
VE
N P
AR
KS
A
ND
R
EC
RE
AT
IO
N D
EP
AR
TM
EN
T
SIT
E D
EV
ELO
PM
EN
T P
AC
KA
GE
B
RO
OK
HA
VE
NG
A
BR
IA
RW
OO
D P
AR
K P
OO
L P
RO
JE
CT
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
. . .
TF
DY
LAYOUT NOTES:
1. SEE SHEET C0.01 FOR GENERAL NOTES.
2. SEE ARCHITECTURAL SHEETS FOR BUILDING.
3. INSTALL JOINTS WHERE SHOWN TO ALIGN TO WALLS,
BUILDINGS, RADII, ETC. EVENLY SPACE BETWEEN ELEMENTS
AS SHOWN. PROVIDE EXPANSION JOINTS BETWEEN
CONCRETE PAVEMENT AND VERTICAL ELEMENTS (WALL,
CURBS, ETC.). ALL JOINTS TO BE STRAIGHT AND TRUE.
4. LAYOUT ALL CURVES SMOOTHLY WITH NO ABRUPT CHANGES
AT TANGENT POINTS.
5. ALL CURBS ARE DIMENSIONED TO THE FACE OF CURB.
6. CONTRACTOR TO TAKE ALL PRECAUTIONS TO FIND AND
AVOID SITE UTILITIES. ALL UTILITIES ARE NOT SHOWN ON
DRAWING. VERIFY LOCATIONS AND CONSIDER SUCH WHEN
ESTIMATING.
7. ALL PAVEMENT MARKING AND TRAFFIC CONTROL DEVICES
SHALL BE INSTALLED PER THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD). LATEST EDITION.
8. ALL PAVEMENT MARKINGS TO BE THERMOPLASTIC, UNLESS
OTHERWISE NOTED.
9. ALL ANGLES ARE 90° UNLESS OTHERWISE NOTED.
10. ALL RADIUS ARE 5' UNLESS OTHERWISE NOTED.
LAYOUT INFO LEGEND
LIGHT DUTY CONCRETE PER
DETAIL 1/C4.00
EXPANSION JOINT PER DETAIL 1 & 2/C4.00
CONTROL JOINT PER DETAIL 1 & 2/C4.00
HEAVY DUTY CONCRETE PER
DETAIL 1/C4.00
ASPHALT PAVEMENT PER
DETAIL 3/C4.00
DETAIL TAG:
COORDINATE POINT:
XXX
DESCRIPTION/
DETAIL#
SHEET#
1
C4.04
SEGMENTAL RETAINING WALL
75 LF / 2.5' HT. MAX.
FURNISHING LEGEND
LOUNGE CHAIR
SEE DETAIL 4/C4.02
METAL BLEACHER
SEE DETAIL 5/C4.02
TABLE WITH UMBRELLA
(STANDARD)
SEE DETAIL 3/C4.02
SYMBOL DESCRIPTION COUNT
32
2
8
R
4
0
'
STORM STRUCTURES (TYP.)
REF. GRADING AND DRAINAGE SHEETS
2
C4.02
CHAIN LINK GATE (SINGLE)
4' WIDE
2
C4.02
CHAIN LINK GATE (SINGLE)
2 - 4' WIDE PANELS;
CENTER ON WALK
1
C4.04
SEGMENTAL RETAINING WALL
70 LF / 5' HT. MAX.
PROVIDE GUARDRAIL
ALONG LENGTH OF WALL
NOTE: EXISTING PARKING LOT TO BE
REPLACED WITH FUTURE PARK
IMPROVEMENT PROJECT (BY OTHERS)
NOTE: EXISTING PARKING LOT TO BE
REPLACED WITH FUTURE PARK
IMPROVEMENT PROJECT (BY OTHERS)
2
TABLE WITH UMBRELLA
(ADA)
SEE DETAIL 3/C4.02
3
'-
6
"
CONCRETE POOL DECK PER
DETAIL 2/C4.00
2
C4.00
CONCRETE PAVEMENT (POOL DECK)
COORDINATE LIST TO BE
PROVIDED TO SUCCESSFUL
BIDDER
REINSTALL SALVAGED SHADE
STRUCTURES (2), SEE NOTE BELOW
CONCRETE SIDEWALK
CONNECTION TO EXISTING
STORM STRUCTURES (TYP.)
REF. GRADING AND DRAINAGE SHEETS
STORM STRUCTURES (TYP.)
REF. GRADING AND DRAINAGE SHEETS
SET FLUSH WITH EXISTING
BUILDING CORNER
SALVAGED SHADE STRUCTURE NOTE:
CONTRACTOR TO PREPARE SHOP DRAWINGS, APPROVED BY A
GEORGIA LICENSED PE, SHOWING FOOTINGS AND
ATTACHMENT OF SHADE STRUCTURES TO FOOTINGS, FOR
REVIEW AND APPROVAL. FOOTINGS TO BE DESIGNED TO MEET
ALL APPLICABLE CODES (INCLUDING WIND LOADS) BASE ON
LOCAL JURISDICTIONAL REQUIREMENTS.
HVAC
RE
FG
.
BEV.
CASE
FR
ZR
.
1
2
3
BA C D E F
G
BEV.
CASE
RE
FG
./
FR
ZR
.
HVAC
HVAC
24'-8"
6'-4"
5'-0"10'-8"17'-0"
4'-0"
6'-0"
3'-4"
14'-0"7'-3"
7'-8" 85'-4"
120'-9"
40'-0"
18'-5"
20'-0"
20'-0"
40'-0"
MEN'S
RESTROOM
A109
WOMEN'S
RESTROOM
A106
MEN'S
LOCKERS
A110
WOMEN'S
LOCKERS
A107
LIFEGUARD
ROOM
A111
TICKET
OFFICE
A101
MECHANICAL
ROOM
A102
PUMP
ROOM
A112
STORAGE
A105
CONCESSIONS
A103
PANTRY
A104
CHASE
A108
CHEMICAL
ROOM
A113
PUMP PIT
17'-0" 20'-8" 20'-8" 19'-4" 24'-8"
12'-2"
5'-0"
5'-9"7'-4"
6'-10"
3'-4"
15'-8"
17'-4"
5'-8" 5'-8"
5'-5"
5'-5"
1'-8" 9'-4" 5'-4"1'-8"5'-4" 9'-8"
7'-0"
7'-0"
6'-8"
14'-4"
6'-8"
17'-4"
4'-0"
5'-4"
7'-4"
5'-4"
7'-4"
8'-0"
5'-4" 5'-4"
7'-4" 5'-8"
3'-6"
16'-0"
13'-0"
5'-4"5'-4"
8'-0"
6'-0"
8'-9"
14'-7"
5'-8" 5'-0"
12'-4"
7'-4"
6'-0"
6'-0"
5'-8"
3'-0"
11'-8"
3'-8"
9'-0"
7'-8"
9'-4"
11'-9"
7'-4"
8
'-
2
"
1
9
'-
2
"
5'-5"
7'-7"
12'-4"
7'-2"
9'-7"
15'-8"
4
'-
4
"
1
1
'-
0
"
C
L
C
L
C
L
C
L
C
L
C
L
C
L
C
L
C
L
C
L
C
L
C
L
C
L
C
L
CHEMICAL
ROOM
A114
13'-8"
14'-0"
3'-8"
10'-8"
5'-0" 4'-8"
20'-8"
38'-8"
27'-0"
27'-4"
2'-0"
10'-0"
12'-0"
C
L
29'-11"
8'-0"
23'-8"
11'-8"
31'-8"
3'-0"
7'-0"
9"4'-0"
3'-0"
7'-0"
9" 4'-0"
4'-0"
2'-8"
℄
℄
5'-7"
℄
EQ EQ
COVERED
BREEZEWAY
A100
OUTDOOR
YARD
A115
12'-6"
℄
13'-0"
℄
℄
℄
5'-0"
℄
℄5'-8"
1'-8"
3'-0"
3'-0"
3'-0"
3'-0"
3'-6"
3'-0"
3'-0"
3'-0"
3'-0"
3'-6"
1'-8"
3'-0"
3'-0"
6'-4"
3'-1"
3'-0"
3'-0"
3'-0"
3'-0"
3'-6"
℄
℄
℄
℄
℄
℄
℄
℄
℄
℄
℄
6'-8"
℄
A2.1
FLOOR PLAN -
DIMENSIONS
AS NOTED
FLOOR PLAN - DIMENSIONS
1
A2.1 3/16" = 1'-0"
N
O
R
T
H
PLAN GENERAL NOTES
1. SEE ENLARGED PLAN AND DETAILS FOR ADDITIONAL INFORMATION.
2. ALL FLOOR TO SLOPE AT
1
8
" PER FOOT, UNO, COORDINATE W/PLUMBLING &
STRUCTURAL.
3. SEE NOTED PLAN FOR SIGNAGE.
4. COORDINATE ALL CASEWORK AND OFCI. ITEMS W/ OWNER.
5. ALL ELECTRIC AND PLUMBING DEVICES ON EXT. WALLS TO BE "CENTERED"
ON CMU VERTICALLY AND HORIZONTALLY (W.P. OUTLETS, HOSE BIBBS, ETC).
INSTALL SMOOTH FACE BLOCK AT LOCATIONS OF EXT. DEVICES AS
REQUIRED FOR A LEVELED INSTALLATION OF DEVICE.
6. SEAL ALL PENETRATIONS OF CONDUIT, MECHANICAL DUCT WORK, PIPING, IN
ALL SUBSTRATES, INTERIOR AND EXTERIOR WALLS, CEILINGS FLOORS
7. ARCHITECTURAL BUILDING FFE. LISTED AS 0'-0", COORDINATE ACTUAL W/
CIVIL.
8. PROVIDE MASONRY CONTROL JOINTS AS REQUIRED. COORDINATE ANY
EXPANSION/CONTROL/CONSTRUCTION JOINTS. VERIFY W/ ARCH. AND STRUC.
FOR ANY DISCREPANCIES THAT OCCUR DURING THE CONSTRUCTION PHASE.
9. SEALANT AT EXPANSION JOINT TO MATCH ADJACENT WALL COLOR.
10. ALL NEW MASONRY JOINTS TO BE CONCAVED TOOLED.
11. RUN ALL DOWN SPOUTS TO UNDERGROUND, COORDINATE W/ CIVIL.
12. ALL EXPOSED STEEL TO BE SHOP PRIMED AND FIELD PAINTED.
13. INSTALL NECESSARY BLOCKING BEHIND DESIGNATED LOCATION OF
SIGNAGE.
14. HOSE-BIBB WITH LOCKABLE BOX, PROVIDE FREEZE-PROOF TYPE FOR
EXTERIOR LOCATION, SEE PLUMBING.
15. CAULK ALL DOOR & WINDOW FRAMES AT THE JOINT BETWEEN THE FRAME &
THE ADJACENT SUBSTRATE.
16. CAULK ALL JOINTS BETWEEN FIXED CASEWORK, PLUMBING FIXTURES, &
BACKSPLASH TO WALL TRANSITION JOINT.
17. COORDINATE BUILDING SITE ORIENTATION/LAYOUT WITH CIVIL.
18. FOR CONCRETE PAVING SEE SITE/CIVIL
19. SEE SITE DRAWINGS FOR ALL EXT. SLAB JOINT DETAILS.
20. SEE STRUCTURE FOR ALL FOOTING & SLAB REQUIREMENTS.
21. SEE SHEET A3 SERIES FOR EXTERIOR ELEVATIONS, SECTIONS & DETAILS.
22. SEE SHEET A6 SERIES FOR RCP AND ROOF PLANS.
23. SEE SHEET A8 SERIES FOR DOOR SCHEDULE & DETAILS.
24. SEE SHEET A8 SERIES FOR WINDOW SCHEDULE & DETAILS.
25. AS REQUIRED PROVIDE AND INSTALL KNOXBOX AT BUILDING ENTRANCE PER
LOCAL CODE OFFICIAL DIRECTIONS AND REQUIREMENTS. MODEL OF
KNOXBOX. TO BE APPROVED BY LOCAL CODE OFFICIALS. KNOXBOX TO BE
MODEL 3200 - 10 KEY CAPACITY - COLOR BLACK. VERIFY INSTALLATION
LOCATION W/ ARCH. RECESSED MOUNTED ON BUILDING. - PROVIDE SMOOTH
FACE BLOCK. BEHIND KNOXBOX AS REQUIRED TO MATCH ADJACENT
BUILDING BLOCK.
WALL CONSTRUCTION TYPE & LEGEND
SD
TM
BUILDING SQUARE FOOTAGE:
TOTAL ENCLOSED AREA: 4,059 SF
TOTAL AREA UNDER ROOF: 6,800 SF
1
A3.1
3
A3.1
2
A3.1
4
A3.1
LINE OF ROOF, ABOVE
- SEE ROOF PLAN
O:\18000s\18141 B
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2.1_F
loor-P
lan.dw
g - P
rinted on 2019-07-11
at 6:05:48 P
M.
DATE COMMENTSNO.
PR
EP
AR
ED
F
OR
:
PROJECT NO. DATE
DRAWN BY
CHECKED BY
SHEET NO.
SCALE
SHEET TITLE
REVISIONS
BR
IA
RW
OO
D P
AR
K P
OO
L P
RO
JE
CT
BU
IL
DIN
G P
LA
NS
CIT
Y O
F B
RO
OK
HA
VE
N
BR
OO
KH
AV
EN
GE
OR
GIA
07/11/201918141
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
BID/PERMIT SET
LINE OF PAVEMENT
- SEE SITE PLAN
NEW FENCE AND GATES
- SEE SITE PLAN
· 8" INTERIOR CMU WALL
· WITH STRUCTURAL REINFORCEMENT & GROUT FILL AS
REQUIRED
- SEE STRUCT.
EXTERIOR
INTERIOR
· 8" INTERIOR CMU WALL
· SEE SHEET A0.2 FOR UL RATED CONSTRUCTION
1-HR RATED
4" INTERIOR CMU WALL
· WITH STRUCTURAL REINFORCEMENT & GROUT FILL AS
REQUIRED
- SEE STRUCT.
8" CMU EXTERIOR FIBER CEMENT WALL
FIBER CEMENT SYSTEM:
· 5/16" FIBER CEMENT LAP SIDING
· ON BUILDING WRAP
· ON 1/2" EXT. PLYWOOD SHEATHING
· 1-1/2" RIGID BOARD INSULATION R:7.5
· ON 8" CMU
-W/INSULATED CELLS R:10:9
- SEE STRUCT.
EXTERIOR CORRUGATED STEEL PANEL WALL
CORRUGATED STEEL PANEL SYSTEM:
· CORRUGATED STEEL PANEL
· ON BUILDING WRAP
· ON 1/2" EXT. PLYWOOD SHEATHING
· 1-1/2" RIGID BOARD INSULATION R:7.5
· ON 8" CMU
-W/INSULATED CELLS R:10:9
-SEE STRUCT.
EXTERIOR ANCHORED NATURAL STONE WALL
NATURAL STONE ANCHORED STONE SYSTEM:
PRECAST CONCRETE SILL
· W/WATER REPELLENT SEAL
· W/CONTINUOUS DRIP EDGE
4" NATURAL STONE ANCHORED ON 8" CMU ON 8" CMU
· WITH R:10.9 INSULATION FOAM IN ALL CORES
· W/ BITUMINOUS DAMPPROOFING
· WITH STRUCTURAL REINFORCEMENT & GROUT FILL AS REQUIRED
- SEE STRUCT.
EXTERIOR KNEE WALL 2'-8" TO B.O.SILL TYP. U.N.O.
KNEE WALL SYSTEM:
PRECAST CONCRETE SILL
· W/ WATER REPELLENT SEAL
· W/ CONTINUOUS DRIP EDGE
4" NATURAL STONE ANCHORED ON 8" CMU
· W/BITUMINOUS DAMP-PROOFING
· W/ STRUCTURAL REINFORCEMENT & GROUT FILL AS
REQUIRED - SEE STRUCTURAL
WOOD SCREEN ANCHORED TO 8" CMU
WALL TYPE
SYMBOL
N01
WALL TYPE
NUMBER
WALL TYPE FIRE
RATING:
A = 1HR FIRE
N = NON RATED
N01
N03
N06
N02
N04
A01
N05
N02
N02
N03
N02
N03
N01
N02
N06
N06
N06
N06
N06
N06
A01
A01 A01
N01
N03
N01
N01
N02
N01
N02
N01
N02
N01
N06
N06
N06
N05
N04
TYP.
N05
TYP.
N06
N06
N06
N06
A01
A01
N06
A01
N02
N01
N02
N01
N02
N01
N01
N02
N03
C ABDEFG
120'-10"
24'-8" 18'-5"17'-0"20'-8"19'-4" 20'-8"
A B C
20'-0" 20'-0"
40'-0"
1"
12"
ABC
20'-0" 20'-0"
40'-0"
1"
12"
HVAC
RE
FG
.
BEV.
CASE
FR
ZR
.
1
2
3
BA C D E F
G
BEV.
CASE
RE
FG
./
FR
ZR
.
HVAC
HVAC
1"/12"
SLO
PE
A B C D E F G
18'-5"
120'-10"
17'-0" 20'-8" 20'-8" 19'-4" 24'-8"
1"/12"
SLO
PE
1"/12"
SLO
PE
A3.1
EXTERIOR
ELEVATIONS
AS NOTED
EXTERIOR ELEVATION - NORTH
1
A3.1 1/8" = 1'-0"
EXTERIOR ELEVATION - WEST
2
A3.1 1/8" = 1'-0"
EXTERIOR ELEVATION - SOUTH
3
A3.1 1/8" = 1'-0"
EXTERIOR ELEVATION - EAST
4
A3.1 1/8" = 1'-0"
E2
STANDING SEEM METAL ROOFING, - SEE SPECS
ELEVATION KEYNOTES
E1
FIBER CEMENT HORIZONTAL SIDING W/ 1x FC TRIM AT PERIMETER, PAINTED
SEE WALL SECTIONS
GENERAL NOTES
E3
PRE-FINISHED ALUM. GUTTERS & DOWNSPOUT. DOWNSPOUT CONNECT TO
UNDERGROUND STORM WATER SYSTEM. TYP. SEE CIVIL FOR CONNECTION.
E4
OPERABLE ALUM. CLERESTORY PROJECTION WINDOW, SEE WINDOW SCHEDULEE7a
E11
HOLLOW METAL DOOR AND FRAME, PAINTED - SEE DOOR SCHEDULE
E13
E9
ALUMINUM FASCIA BD., MATCH ROOF COLOR, TYP.
E10
ROOF, RIDGE VENT/CAPS
FASCIA, TRIM
SIDING
TO MATCH ROOF COLOR
PAINT 4
SEE SPECIFICATIONS
1. FOR ALL PRIMERS, FILLERS, AND FINISHES.
2. SCHEDULE OF ALL PAINT SYSTEMS
STANDING SEAM METAL
CEMENTITIOUS BD.
DOWNSPOUTS
ALUMINUM
BEAMS
LOUVERSALUMINUM
TRUSS PLATES
COLUMNSPAINT 5
GUTTERS
ALUMINUM
(PRE-FIN.) ARCH. TO SELECT
EXTERIOR FINISH SCHEDULE
DOORS & FRAMESPAINT 6
CMU WALL
ITEM NAME FINISHMATERIAL
1. ELEVATION MARKS TO BE VERIFIED IN FIELD WITH
MATERIAL AND ASSEMBLY DIMENSIONS.
2. DIMENSIONS ARE FROM FINISH FLOOR. (U.N.O.).
3. ARCHITECTURAL BUILDING FFE. LISTED AS 0'-0",
COORDINATE ACTUAL W/ CIVIL.
4. SEE ROOF PLAN FOR OVERHANG DIMENSIONS.
5. SEE SHEET A2 SERIES FOR FLOOR PLANS.
6. SEE SHEET A3 SERIES FOR SECTIONS & DETAILS.
7. SEE SHEET A6 SERIES FOR RCP AND ROOF PLANS.
8. SEE SHEET A8 SERIES FOR DOOR SCHEDULE & DETAILS.
9. SEE SHEET A8 SERIES FOR WINDOW SCHEDULE & DETAILS.
SD
TM
PASS-THRU ALUM. WINDOW W/ OVERHEAD COILING SHUTTER & CONT. THRU
WINDOW STN. ST. COUNTER - SEE WINDOW SCHEDULE & DETAILS
SOFFIT
2 4
1
3
KEYPLAN
LIGHT FIXTURES VARIOUS TYPES
WINDOW FRAME ALUMINUM (PRE-FIN.) CLEAR ANODIZED
SOFFIT PERIMETER TRIMSTAIN 1
(PRE-FIN.) TO MATCH ROOF COLOR
(PRE-FIN.) ARCH. TO SELECT
(PRE-FIN.) ARCH. TO SELECT
STEEL
HOLLOW METAL
INTEGRATED COLOR 3
STONE VENEER
COL. WRAP
AT FIN. FLOOR
ARCH. ELEV. 0'-0"
STONE VENEER COLUMN WRAP W/ PRECAST CONC. COLUMN BASE WRAP, AND STEEL
TUBE COLUMN. SEE STRUCTURE & COL. WRAP DETAILS
WOOD SCREEN FENCE, PAINT TO MATCH SIDING - SEE DETAIL SHEET
PASS-THRU ALUM. DOUBLE SLIDER WINDOW W/OVERHEAD COILING SHUTTER &
CONT. THRU WINDOW STN. STL. COUNTER - SEE WINDOW SCHEDULE & DETAILS
FREEZE PROOF HI-LO DRINKING FOUNTAIN - SEE PLUMBING
T.O. STEEL BEAM (LOW SIDE)
ARCH. ELEV. ±9' - 8
5
8
"
PRECAST CAPSPRE-CAST CONCRETE INTEGRATED COLOR
FIXED ALUM. CLERESTORY WINDOW, SEE WINDOW SCHEDULEE7b
E12
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rinted on 2019-07-11
at 6:05:59 P
M.
DATE COMMENTSNO.
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AR
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:
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SHEET NO.
SCALE
SHEET TITLE
REVISIONS
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RO
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CT
BU
IL
DIN
G P
LA
NS
CIT
Y O
F B
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OK
HA
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07/11/201918141
THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF
THE ARCHITECT. REPRODUCTION, COPYING, OR USE OF THIS
DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED,
AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
BID/PERMIT SET
T.O. STEEL BEAM (HIGH SIDE)
ARCH. ELEV. ±13' - 0
5
8
"
AT FIN. FLOOR
ARCH. ELEV. 0'-0"
T.O. STEEL BEAM (HIGH SIDE)
ARCH. ELEV. ±13'- 0
3
8
"
AT FIN. FLOOR
ARCH. ELEV. 0'-0"
T.O. STEEL BEAM (LOW SIDE)
ARCH. ELEV. ±9'- 8
5
8
"
T.O. STEEL BEAM (HIGH SIDE)
ARCH. ELEV. ±13' - 0
5
8
"
AT FIN. FLOOR
ARCH. ELEV. 0'-0"
T.O. STEEL BEAM (LOW SIDE)
ARCH. ELEV. ±9' - 8
3
8
"
1X6 CEDAR T&G
--
NATURAL STONE INTEGRATED COLOR 3
E5
E6
E8a
E15
E14
E7c
E8b
FIXED ALUM. CLERESTORY WINDOW, W/BLANK ALUMINUM PANEL ON INSIDE
FRAME FACE, SEE WINDOW SCHEDULE
E19
E7b
E8a
E9 E9 E9 E9 E9
E10
E7a
E7bE7bE7c
E7aE7a
STEEL BEAM, SEE STRUCT. DRWGS.
OVERHEAD INSULATED COILING DOOR
ANCHORED NATURAL STONE VENEER WITH PRE-CAST CONCRETE CAP, TYP.
TONGUE AND GROOVE 1X6 CEDAR SOFFIT & 1X CEDAR TRIM, STAINED, TYP.
CORRUGATED METAL PANEL VENEER W/ PERIMETER CLOSURE TRIM
E12 E1E5
E7a E7aE7a E1
E11
E9
E14
E4
E14 E13
E9
E14
E4
E3
E6
E5
E1
E15E5
E12
E8b E8a E3
E15
E16
E16
E1
E5
E16
E12
E3
E4
E9
E8a E3
E11
E14
E17 STEEL TUBE COLUMNS WITH STEEL BEAM FRAMING - EXPOSED
E17
E7a E7bE7bE7bE7bE7b
E14
E3
E7c
E7c
E7c
E3
E18
ALUMN. SIGN WITH APPLIED SOLID ALUM. LASER CUT LOGO., PAINTED, MOUNT TO BLDG. WITH
CHANNEL FRAME.
E18
E19 LOUVER WITH MOTORIZED DAMPER, SEE MECH.
E7a E7a E7a
(PRE-FIN.) TO MATCH ROOF COLOR
ALUMINUM
1X6 CEDAR T&G
STAIN 1
STEEL
STEEL
PAINT 5
PAINT 5
NATURAL STONE
E20 1X CONT. HORZ. FIBER CEMENT TRIM
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
E5TYP.
E4TYP.
E4TYP.
E16
TYP.
E4TYP. E3TYP. E4TYP.
E4 E16TYP.
E14TYP. E4
TYP.
E12
E9
E5E7a E5TYP.
TYP.
E16
TYP.
E6
TYP.
E6
TYP.
E6TYP.
E7a E7aTYP.
E4TYP. E14E14
E6
TYP.
E7a E7c
E6 E6TYP. TYP.
TYP.
E3
TYP.
TYP.
TYP.
E3TYP.
E4
E5 E6TYP.
E14
TYP.
E5
E4
E3
E10
E19
T.O. STEEL BEAM (HIGH SIDE)
ARCH. ELEV. ±13'- 0
3
8
"
E20 TYP.
E20
TYP.
E20
TYP.
NOT USED