studio schiff llc...landscape architect caulfield & wheeler inc 7900 glades road, suite100 boca...

Scale

Project number

Date

Project Manager

Checked by

1901 HARRISON STREET, SUITE 200HOLLYWOOD, FL 33020

TEL 954.804.7244 FAX 561.338.8831www.studioschiff.com

AA 26001532

This document is the property ofSTUDIO SCHIFF LLC

and shall not be reproduced without thewritten consent of STUDIO SCHIFF LLC

C O P Y R I G H T 2 0 1 3

Client Name

SEAL

JULIETTE L. SCHIFFFL REG AR 94008

STUDIO SCHIFF LLCarchitecture + interiors + planning

REVIEW SETNOT FOR CONSTRUCTION

THIS DRAWING IS NOT FORCONSTRUCTION,

IT HAS BEEN ISSUED FORPRELIMINARY REVIEW ONLY.

5/20

/201

3 2:

29:2

4 PMA1

12A23

01/26/13

JLS

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JUST FOR KIDS

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Title Sheet

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ARCHITECT & PLANNERSTUDIO SCHIFF LLC1901 HARRISON STREET, SUITE 200HOLLYWOOD, FL 33020954-804-7244

LANDSCAPE ARCHITECTCAULFIELD & WHEELER INC7900 GLADES ROAD, SUITE100BOCA RATON, FL 33434561-392-1991

CIVIL ENGINEERHOLLAND ENGINEERING3900 HOLLYWOOD BLVD., SUITE 303HOLLYWOOD, FL 33021954-367-0371

DEVELOPMENT TEAM

STA

TE R

OAD

7 (4

41)

NW 5TH ST

SITE

N HOSPITAL DR

LOCATION MAP N.T.S.

S HOSPITAL DR

STA

TE R

OAD

7 (4

41)

BROWARD BLVD

BROWARD BLVD

NW 3RD ST

NORTH

SHEET LISTNUMBER NAME SUBMITTAL

1 of 1 Survey City CouncilA1 Title Sheet City CouncilA2 Site Plan City CouncilA3 Photometric Data City CouncilA4 Site Plan Details City CouncilA5 Floor Plan City CouncilA6 Roof Plan City CouncilA7 Elevations City CouncilC-1 Paving Grading & Drainage Plan City CouncilC-2 Water & Sewer Plan City CouncilC-3 Pavement Markings, Signage & Dimensions Plan City CouncilC-4 Stormwater Pollution Prevention Plan City CouncilC-5 Civil Details & Typical Sections City CouncilC-6 Civil Details City CouncilLE-1 Landscape Elev W&S City CouncilLE-2 Landscape Elev-E&N City CouncilLP-1 Landscape Plan City CouncilLP-2 Landscape Details City Council

Revision ScheduleNo. Description Date

1 Perspective Southeast

PROPERTY LINE 180.00'

6' U.E.

(40'

RIG

HT

OF

WAY

)

TYPE D CURB AROUNDLANDSCAPE AREAS TYP

NEW LIGHT ON NEW POLE

EXISTING 6' HIGHCHAIN LINK FENCE

5'-0

"6"

10'-0"

CL

50'-0"

(100

' RIG

HT

OF

WAY

)

5' LANDSCAPE BUFFER

5' L

AND

SCAP

E BU

FFER

10' LANDSCAPE BUFFER &FOUNDATION PLANTING

20'-0"

CLALLE

YWAY

EXIS

T 7'

SID

EWAL

KPR

OPE

RTY

LIN

E 15

0.00

'

PRO

PER

TY L

INE

150.

00'

3

PROPOSEDDUMPSTERENCLOSURE W/ROLLING GATE

13'-0"

6" 12'-0"

PATIENT DROPOFFPER FBC

ACCESSIBILITYCODE SEC 503

CLE

AR P

AVEM

ENT

24'-0

"

8 6" 19'-4" 6" 22'-6"

7'-11" 6"

6" 13'-2"C

LEAR

PAV

EMEN

T

24'-0

"

11'-2"

613'-2" FOUNDATION PLANTING

7'-1

1" F

OU

ND

ATIO

N P

LAN

TIN

G

PROPOSED ONESTORY MEDICALOFFICE BUILDING

3,600 SF +/-

COVEREDENTRY W/HANDICAPACCESSIBLEENTRY DOORWITH PUSHPANEL

4'-0"

UNOBSTRUCTEDAREA

15'-0"

PROPOSEDSTOP BAR W/STRIPE

PROPOSEDDO NOT

ENTER SIGN

PROPOSEDSTOP SIGN

EXISTING 6'HIGH CHAINLINK FENCEWITH NEWROLLING GATE& NEW KNOXLOCK

6" 35'-7"

PROPOSEDSTOP SIGN &DO NOTENTER SIGN

PROPOSEDNEW CONCRETE

WALK

272' FT FROM NE CORNER OF

BUILDING TO FIRE HYDRANT

ACCESSIBLEROUTE PER FBC

ACCESSIBILITYCODE SEC 402

20'-0

"

PROPOSED H/CPARKING SIGN

PROPOSEDMONUMENT SIGN

REF

ER T

O C

IVIL

EN

G D

RAW

ING

SFO

R P

ARKI

NG

STA

LL D

ETAI

LS

ONEWAY

5'-0"

CLE

AR P

AVEM

ENT

24'-0

"

NOPARKING

NO

PAR

KIN

GPROPERTY LINE 180.00'

12'-1"

12'-1

"

PAINT "FIRE LANE"ON CURB

5'-0"

5'-0"

3'-0"THROAT

25'-0"

24'-4"

6"5'

-6"

15'-0

"54

'-0"

TYPICAL

12'-0" 5'-0" 12'-0" 54'-0"

27'-0" 19'-7" 72'-0"

19'-4"

8

EXISTING BACKFLOWPREVENTER & WASTE

EXISTING 4" WATER PIPE

EXISTING 4" WATER PIPETO BE RELOCATED TOWEST OUTSIDE OFBUILDING

38'-0"50'-0"

15'-0

"15

'-0"

15'-0"

14'-6

"6"

15'-0

"

25'-0"

16'-0"SE

TBAC

K

10'-0

"60

'-0"

10'-1

0"

8'-5" 7'-6" 60'-0"

REMOVE EXISTINGCHAIN LINK FENCETHIS POINT TO THE

WEST

15'-0

"15

'-0"

20'-0"

4'-6"

PROPOSEDSTOP BAR W/

STRIPE

SETBACK

52'-10"

SETB

ACK

80'-2

"

PUSH BUTTONFOR AUTO DOOR

OPENER

15'-11"

FOUNDATIONPLANTING VARIES

7'-6" TO 15'-11"

PROPOSEDPAVER SIDEWALK

& ENTRY

5'-0

"

CONNECT NEWCONCRETE WALKTO EXISTINGCONCRETE WALK

24'-4" LANDSCAPE BUFFER

6'-1"6"

5'-7"6"

UNOBSTRUCTEDAREA

STAT

E R

OAD

NO

7

NEW LIGHT ONNEW POLE

NEW LIGHT ON NEW POLE

NEW LIGHT ONNEW POLE

UTILITYEASEMENT

6'-0"

6"23

'-1"

6"

PROPOSED LOCATION OF4" WATER PIPE

4'-9

"

5'-0

"

13'-5"7'-0"

SETBACK

46'-6"

TYPICAL

9'-0"

TYPI

CAL

16'-0

"

2'-0

"

2' VEHICLEOVERHANG

2'-0

"2'

-0"

2' VEHICLEOVERHANG

PROPOSEDSTOP SIGN &RIGHT TURNONLY SIGN

4'-0

"

4'-0

"

7'-0"

21'-6

"6"

20'-7

"0"

3'-6

"

2' VEHICLEOVERHANG

2'-6"

18'-0" 18'-0" 18'-0"

5'-1

0"

3'-0"

2'-0"

2'-0

"16

'-6"

17'-6

"

2'-0"

3'-0"

8'-6"

5'-0

"

28'-0"

5'-0

"

3'-6

"

36'-9

"

BOLLARDSTYP.

PAINT "FIRELANE" ON CURB

PROPOSEDPEDESTRIANCROSSING SIGN

PROPOSEDPEDESTRIAN

CROSSING SIGN

5'-0"

21'-6

"

24'-6"

SETB

ACK

59'-1

0"20

'-4"

2' VEHICLEOVERHANG

13'-2

"5'

-0"

135.00°

135.00°

90.00

°90

.00°

90.00

°

90.00°

3'-6"

10'-6" 3'-6" 3'-0"

7'-3"

12'-6"

PROPOSEDSTOP BAR

15'-0

"

7'-0"

ROOFOVERHANG

Scale

Project number

Date

Project Manager

Checked by



AA 26001532



C O P Y R I G H T 2 0 1 3

Client Name

SEAL






1" = 10'-0"

5/20

/201

3 1:

48:1

2 PMA2

12A23

01/26/13

JLS

EL

AMICUS JUST FOR KIDS

460

N S

T R

OAD

7PL

ANTA

TIO

N, F

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A N

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EDIC

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Site Plan

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OR

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S

SITE PLAN NOTES

1. BASE INFORMATION FOR THIS PROJECT WAS OBTAINEDFROM A SURVEY PREPARED BY BROWN & PHILLIPS, INC.DATED JANUARY 23, 2013.

2. OUTDOOR LIGHTING TO BE LOW INTENSITY, SHIELDED ANDDIRECTED DOWN AND AWAY FROM ADJACENT PROPERTIESAND STREETS.

3. SOLID WASTE DISPOSAL WILL BE CENTRALIZEDDUMPSTER WITH ROLLING GATE.

4. ALL ABOVE GROUND MECHANICAL EQUIPMENT SUCH ASEXTERIOR UTILITY BOXES, METERS, TRANSFORMERS, ANDBACK-FLOW PREVENTERS SHALL BE VISUALLY SCREENED.

ZONING DISTRICT PLANTATION GATEWAYSPI-2 DISTRICTSUBDISTRICT 1-AUTOMALL

PROPOSED USE MEDICAL OFFICE

LEGAL SWINDELLS SUB NO 3PB 68-45 B TRACT A

PROPERTY CONTROL NO. 5042-06-33-0010

NUMBER OF STORIES 1TOTAL FLOOR AREA 3,600 SF

CONSTRUCTION TYPE TYPE IIB UNPROTECTED

REQUIRED PROVIDED

MINIMUM LOT AREA 5,000 SF 26,999 SF/.62 ACREMINIMUM LOT WIDTH 50 FT 150 FTMINIMUM LOT DEPTH 100 FT 180 FTMAXIMUM BUILDING HEIGHT 42 FT 22 FTMAXIMUM BUILDING COVERAGE 40% 20% - 5,532 S.F. MINIMUM OPEN SPACE 30% 31% - 8,486 S.F.PERVIOUS VEHICLE O.H. SPACE N/A 2% - 462 S.F.PAVED AREAS N/A 12,519 S.F.

PARKING (INCL HC) 1/150 GFA 24 SP 25 SPHANDICAP SPACES 1 SP 2 SP

MINIMUM LANDSCAPE AREASFRONT ROW 10 FT 24'-4"SIDES 5 FT 5'-0"REAR 5 FT 5'-0"

PEDESTRIAN ZONEFRONT 10 FT 7-'6"-15'-11"SIDES 10 FT 10'-0"REAR 10 FT 7'-11"

SITE DATA

LEGAL

TRACT A, SWINDELL'S SUBDIVISION NO. 3, ACCORDING TO THEPLAT THEREOF, AS RECORDED IN PB 68, PAGE 45 B, OF THEPUBLIC RECORDS OF BROWARD COUNTY, FLORIDA

1" = 10'-0"1 SITE PLAN

NORTH


1 Pre App Meeting Comments 12.27.20122 TRC Comments 03.18.20133 P&Z Comments 05.17.2013

2

2

2

2

2

2

2

3

3

3

3

3

3

3

PARKING & DRIVES

PROPERTY LINE - LEFT

PROPERTY LINE - LOWER

PROPERTY LINE - RIGHT

SC

SB-1

EX2EX1

SB

SB

SDSD SD SD SD

SD

SD

SD

SB

SB

7.7

0.5

0.5

0.5

0.3

0.3

0.3

0.3

0.3

0.3

0.5 0.5 0.5

1.0 1.0

0.2

0.20.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1

1.5

1.4

2.4

1.9

1.6

1.8

2.6

2.2

2.0

2.2

2.6

3.1

3.0

2.9

2.5

2.2

2.3

2.3

2.7

2.5

2.0

1.8

1.9

2.4

2.7

3.8

3.2

2.3

2.4

2.9

2.7

2.1

3.5

2.3

2.2

2.4

2.6

4.0

3.2

2.1

2.5

3.1

3.0

1.5

2.1

4.3

6.9

2.8

2.4

2.5

3.1

3.3

1.9

2.3

2.4

2.6

3.5

3.3

2.1

1.9

2.6

2.2

2.8

3.5

2.2

1.5

2.8

1.9

2.9

3.2

2.3

1.4

2.6

1.6

2.0

2.3

2.0

1.4

2.9

1.8

1.6

2.1

2.1

1.6

2.5

2.2

1.7

2.5

3.0

2.1

3.2

2.1

2.2

2.5

3.0

2.4

1.9

2.0

3.2

3.0

2.9

3.4

2.5

4.0

3.1

2.4

2.3

2.3

2.7

1.4

1.6

2.1

2.3

3.7

3.8

2.5

2.5

2.8

2.3

2.0

1.8

1.9

2.8

2.2

1.3

1.9

2.3

2.7

2.7

2.5

2.3

1.9

1.8

1.9

1.5

1.8

1.2

1.5

1.7

1.9

1.9

1.9

1.8

1.6

1.8

1.4

1.1

0.4

0.3

0.3

0.3

0.4

0.4

0.3

0.4

0.4

0.4

0.30.2

0.2

0.1

0.1

0.1

0.2

0.1

0.1

0.2

0.2 0.3 0.4 0.4 0.2 0.4 0.4

STATISTICS

Description Symbol Avg Max Min Max/Min Avg/Min

2.4 fc 7.7 fc 1.0 fc 7.7:1 2.4:1

0.2 fc 0.3 fc 0.0 fc N / A N / A

0.3 fc 0.5 fc 0.1 fc 5.0:1 3.0:1

0.4 fc 0.5 fc 0.2 fc 2.5:1 2.0:1

LUMINAIRE SCHEDULE

Symbol Label Qty Lumens LLF WattsCatalog Number Description Lamp

SB 4 23000 0.75 288

SB-1 1 23000 0.75 596

SC 1 3200 0.80 42

SD 8 5500 0.75 70

EX1 1 23000 0.75 596

EX2 1 23000 0.75 288

VISIONA1REAME2-T3-PS250-ILBH-VLFG-BOA10--VB-VL

AMERICAN SIZE 2LUMINAIRE,INTERNALHOUSE-SIDESHIELD,FLAT GLASSLENS - MTD. ON 25'A.G.CONCRETE POLE.

ONE PSMH250 LAMPS

VISIONA1REAME2-T4-PS250-ILBH-VLFG-BOA10--VB-VL

AMERICAN SIZE 2LUMINAIRE,INTERNALHOUSE-SIDESHIELD,FLAT GLASSLENS - MTD. ON 25'A.G.CONCRETE POLE.

TWO PSMH250 LAMPS

VISIONAIRE SIL-1-T3-42TT-UNV-BZ

Silhouette Size One, TypeThree, 42 watt Triple Tube 42 TT

VISIONAIRE CTL-21 T3-8R42-70PS-UNV-AB-BZ

CATALINA BOLLARDVERTICAL POSITIONED17 GLASSREFRACTOR

EXISTING ONADJACENT SITE

EXISTING ONADJACENT SITE

Scale

Project number

Date

Project Manager

Checked by



AA 26001532



C O P Y R I G H T 2 0 1 3

Client Name

SEAL






1" = 10'-0"

5/20

/201

3 1:

48:1

3 PMA3

12A23

01/26/13

JLS

MS


460

N S

T R

OAD

7PL

ANTA

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A N

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EDIC

AL O

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ING

FO

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PhotometricData

AM

ICU

S JU

ST F

OR

KID

S

N.T.S.

Photometric Data1


1 TRC Comments 03.18.20132 P&Z Comments 05.17.2013

1

1

1

2

FINISH GRADE

SMOOTH STUCCO FINISH

13'-4"

7'-0

"

2'-6

"

V GROOVECONTROL JOINT

FINISH GRADE


13'-4"

7'-0

"

2'-6

"


FINISH GRADE


13'-4"

7'-0

"

2'-6

"


3/4"X 51/2" PVCPANELS-SPACE 0"APART ON 2" X 2"FRAME AND MIDBAR. COLOR TO

MATCH BUILDING.

ROLL GATE

NOTE: DESIGN LOAD AS PER F.B.C.2010 ASCE 7-10 WIND LOAD

2'-0"

4'-0"

3'-8"

7'-0"

12'-0"

Scale

Project number

Date

Project Manager

Checked by



AA 26001532



C O P Y R I G H T 2 0 1 3

Client Name

SEAL






As indicated

5/20

/201

3 1:

48:1

6 PMA4

12A23

01/26/13

JLS

EL


460

N S

T R

OAD

7PL

ANTA

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N, F

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A N

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EDIC

AL O

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ILD

ING

FO

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Site PlanDetails

AM

ICU

S JU

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OR

KID

S

1/4" = 1'-0"4 Dumpster Right Side

1/4" = 1'-0"2 Dumpster Rear

1/4" = 1'-0"3 Dumpster Left Side

N.T.S.

Gate Detail1

N.T.S.

Light Pole Fixture pg 15 N.T.S.

Light Pole Fixture pg 26


1 TRC Comments 03.18.2013

N.T.S.

Bollard7N.T.S.

Wall Mount Fixture8

1

1

MRK

MRK

A401 1

A7

3

8" 9'-0" 4" 8'-0" 4" 8'-0" 4" 8'-0" 4" 8'-0" 4" 16'-0" 8"

8"9'

-8"

8"4'

-11"

8"7'

-4"

4"8'

-1"

4"7'

-4"

4"4'

-0"

4"5'

-0"

4"9'

-6"

8"

8" 9'-0" 4" 8'-0" 4" 8'-0" 4" 8'-0" 4" 8'-0" 4" 16'-0" 8"

8"9'

-6"

4"5'

-0"

4"28

'-4"

4"5'

-0"

4"9'

-6"

8"

4" 8'-0" 4"

4"9'

-1"

4"10

'-8"

4"8'

-0"

4"

NURSESSTATIONS

XRAYROOM

BREAKROOM

LAB

DOCTOR

DOCTOREXAM EXAM EXAM EXAM

EXAM EXAM EXAM EXAM

TRIAGE

MANAGER

ELECRM

CHECKIN

CHECKOUT /

REFERRALS

SICKWAITING

ROOM

WELLWAITING

ROOM

TOILET

TOILET

XRAYTECH

10"

1'-6

"

8'-1

"8'

-1"

12'-7"

60'-0"

60'-0

"

CIRC

CIRCULATION

A74

A7 1

A7

2

20'-4

"

60'-0

"20

'-4"

CIRCULATION

LINE OF ROOFOVERHANG

A8 1

A8

2

A8

3

A84

5'-0"

135.00°

135.00°

16'-0

"13

'-11"

13'-1

1"20

'-4"

90.00°

90.00

°90

.00°

90.00

°90

.00°

90.00

°

Scale

Project number

Date

Project Manager

Checked by



AA 26001532



C O P Y R I G H T 2 0 1 3

Client Name

SEAL






1/4" = 1'-0"

5/20

/201

3 2:

29:2

5 PMA5

12A23

01/26/13

JLS

EL

JUST FOR KIDS

460

N S

TATE

RD

7PL

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N, F

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MED

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OFF

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BUIL

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Floor Plan

JUST

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FLOOR PLAN LAYOUT IS CONCEPTUAL.

OCCUPANCY CLASSIFICATION:

EXISTING PROPOSED

UNDEVELOPED GROUP BSITE PROFESSIONAL OFFICE

FLOOR PLAN NOTES

NORTH

1/4" = 1'-0"1 Floor Plan


1 TRC Comments 03/14/20122 P&Z Comments 05/17/2013

2

2

2

14'-0"

19'-0"

14'-6"

A/C EQUIPMENT42" HIGH ON18" METAL CURBTYPICAL

SLOPE 1/4" PER FT. MIN. (TYPICAL)

SLOPE 1/4" PER FT. MIN. (TYPICAL)

SLOPE 1/4"PER FT. MIN.(TYPICAL)

15'-3

"29

'-6"

15'-3

"

8'-9" 22'-5" 28'-9"




ROOFDRAIN

ROOFDRAIN

ROOFDRAIN

DRIP EDGE

PARAPET WALL

PARAPET WALL

DRIP EDGE

ROOFDRAIN

CLERESTORYROOF

ENTRANCE CANOPYROOF.




5' HIGH MECH. EQUIP.SCREEN WALL - ALUM.LOUVERED SCREEN

20'-0

"44

'-4"

15'-7

"

20'-5"

16'-0" 20'-4" 44'-0"

ROOF

14'-0"

14'-0"

ROOF DRAIN W/LEADER TOROOF BELOW

5' HIGH MECH. EQUIP.SCREEN WALL - ALUM.LOUVERED SCREEN

Scale

Project number

Date

Project Manager

Checked by



AA 26001532



C O P Y R I G H T 2 0 1 3

Client Name

SEAL






1/4" = 1'-0"

5/20

/201

3 2:

29:2

7 PMA6

12A23

01/26/13

JLS

EL

JUST FOR KIDS

460

N S

TATE

RD

7PL

ANTA

TIO

N, F

L

AMIC

US

MED

ICAL

OFF

ICE

BUIL

DIN

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Roof Plan

JUST

FO

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IDS

1/4" = 1'-0"1 Roof Plan

NORTH


T.O.S.0"

T.O. ROOF LOW14' - 0"

T.O. ROOF HIGH19' - 0"

W2 W2 TYP.

W1

W1

RF1 TYP. W1

W1

W3

W3

W3

W3 TYP

W7W6W8

W4

W521'-0"

12'-0"

7'-0"

14'-6"

M2

M2

T.O.S.0"



W1

W2

W1

W3 TYP

W3 AL1

RF1

W7W6W5 W4

21'-0"

14'-6"

12'-0"

19'-0"

8'-0"

M2 M2 DASHED LINESINDICATE ROOFTOPEQUIP. BEHIND WALL

11'-0

"

EQEQ

W3 TYP

T.O.S.0"



RF1

W1

W1

W2

W2

AL1 W3W4 W7 W6 W5

21'-0"

14'-6"

12'-0"

DASHED LINESINDICATE ROOFTOPEQUIP. BEHIND WALL M2M2

W3 TYPW3 TYP

T.O.S.0"



W1 AL1

RF1

W7 W6 W8 W4

M1

21'-0"

14'-6"

8'-0"

12'-0"

M2

DASHED LINESINDICATE ROOFTOPEQUIP. BEHIND WALL

W3

W3

Scale

Project number

Date

Project Manager

Checked by



AA 26001532



C O P Y R I G H T 2 0 1 3

Client Name

SEAL






3/16" = 1'-0"

5/20

/201

3 2:

29:3

0 PMA7

12A23

01/26/13

JLS

EL

JUST FOR KIDS

460

N S

TATE

RD

7PL

ANTA

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N, F

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AMIC

US

MED

ICAL

OFF

ICE

BUIL

DIN

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Elevations

JUST

FO

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IDS

FINISH MATERIAL LEGEND

ROOF O.H.

DESCRIPTION

AL1

RF1

MARKFINISH: SMOOTH STUCCOCOLOR: BM 2152-60 MANNEQUIN CREAM

W3

W2

W1 CMU W/ SMOOTH STUCCOCOLOR: BM 2152-60 MANNEQUIN CREAM

STOREFRONT MULLIONSCOLOR: ALUMINUM

2 1/2" STUCCO REVEALCOLOR: BM HC-114 SAYBROOK SAGE

ARCHITECTURAL LOUVERED SCREEN WALLCOLOR: CLEAR ANODIZED ALUMINUM

TYPE

SCREENWALL

WALLS

WALLS

WALLS

W4 WALLS

W5

FLUSH FACE METAL DOORCOLOR: BM 2152-60 MANNEQUIN CREAM

W6 WALLS

1. OVERFLOW SCUPPERS PLACED ON THE BUILDING SHALL BEPAINTED TO MATCH THE BUILDING COLOR2. PAVERS AT ENTRY AND WALKWAY TO BUILDING SHALL BEMULTI-COLOR.

3/16" = 1'-0"1 WEST

3/16" = 1'-0"2 SOUTH

1. EXTERIOR WALL OPENINGS & WALL CONSTRUCTION SHALLCOMPLY WITH TABLE 705.8 OF THE 2010 FLORIDA BUILDING CODE.

2. EQUIPMENT PLACED ON THE WALLS ON THE BUILDING SHALL BEPAINTED TO MATCH THE BUILDING COLOR

ELEVATION NOTES

3/16" = 1'-0"3 NORTH

3/16" = 1'-0"4 EAST

W2

W2

W1

W1

W3

CMU W/ SMOOTH STUCCOCOLOR: BM HC-114 SAYBROOK SAGE

WALLS CMU W/ SMOOTH STUCCOCOLOR: BM 2020-50 MELLOW YELLOW

CMU W/ SMOOTH STUCCOCOLOR: BM 2065-60 CARIBBEAN COAST

W7 WALLS CMU W/ SMOOTH STUCCOCOLOR: BM 2170-40 CORAL SPICE

W8 WALLS CMU W/ SMOOTH STUCCOCOLOR: BM 2069-40 VIOLET STONE

M1 METALDOOR

METAL CLAD CLERESTORY STRUCTURECOLOR: BM SAYBROOK SAGE HC-114

M2 METALCLADDING

M2Revision Schedule

No. Description Date

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