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

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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

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AR

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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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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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g - P

rinted on 2019-07-11

at 6:05:59 P

M.

DATE COMMENTSNO.

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PROJECT NO. DATE

DRAWN BY

CHECKED BY

SHEET NO.

SCALE

SHEET TITLE

REVISIONS

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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