RFP 2026-03 Specs_Requirements.pdf

7 FAN HILL ROAD

MONROE, CONNECTICUT

TOWN OF MONROE

MONROE TOWN HALL

GUTTER ALTERATIONS AND

CUPOLA RESTORATIONS

Bridgeport, Connecticut 06604

TEL (203) 377-1300 FAX (203) 378-3002

www.antinozzi.com

271 Fairfield Avenue

DATE: AUGUST 28, 2026

PROJECT LOCATION:

7 FAN HILL ROAD

DRAWING LISTGENERAL NOTESGRAPHICS LEGEND ABBREVIATIONS

N

SITE LOCATION PLAN

DRAWING LIST.

ABBREVIATIONS,

GRAPHICS LEGEND,

GENERAL NOTES,

LOCATION MAP

AS NOTED RLF PAL

INFO-1

# DATE DESCRIPTION

REVISIONS:

DATE: JOB NUMBER:

DRAWING TITLE:

DRAWING NO.

SCALE: DRAWN BY: REVIEWED BY:

These documents have been prepared specifically for this project. Reproduction or other use of these documents is prohibited without the approval of the Architect.

COPYRIGHT 2025 BY:

ANTINOZZI ASSOCIATES, P.C.

271 Fairfield Avenue Bridgeport, Connecticut 06604 Tel: (203) 377-1300 Fax: (203) 378-3002 www.antinozzi.com

CERTIFICATION:

CONSULTANT:

TO

W

N O

F M

O N

R O

E

G U

TT

ER

A

LT

ER

A

TI

O

N S

A N

D C

U

PO

LA

R

ES

TO

RA

TI

O N

S

F A

N H

IL

L

RO

A

D

M O

N

RO

E, C

O N

N

EC

TI

C

U T

AUGUST 28, 2026 25019

M O

N R

O E

TO

W

N H

A

LL

A. ALL CONTRACTORS SHALL VISIT THE PROJECT SITE AND FAMILIARIZE THEMSELVES WITH ALL

BUILDING AND WORKING CONDITIONS BEFORE SUBMITTING A BID.

B. ALL CONTRACTORS SHALL VERIFY ALL DIMENSIONS IN THE FIELD AS REQUIRED BEFORE

SUBMITTING SHOP DRAWINGS AND/OR PRIOR TO PERFORMING ALL WORK REQUIRED AS SHOWN

ON THESE DRAWINGS. ALL WALLS AND/ OR PERMANENTLY LOCATED ITEMS IN PROJECT SHALL

BE CHALKED ON THE FLOOR TO VERIFY ACCURACY OF LAYOUT PRIOR TO CONSTRUCTION. ALL

DISCREPANCIES THAT MAY IMPEDE THE FINISHED PRODUCT OF THIS CONTRACT SHALL BE

DISCUSSED WITH THE ARCHITECT BEFORE PROCEEDING WITH WORK.

C. ALL CONTRACTORS TO HAVE ADEQUATE INSURANCE AND SHALL SUBMIT PROOF OF SAME

BEFORE STARTING WORK.

D. ALL CONTRACTORS SHALL OBTAIN AND PAY FOR ANY PERMITS REQUIRED FOR THEIR DISCIPLINE.

E. GENERAL CONTRACTOR SHALL COORDINATE AND INSTALL ALL WORK, INCLUDING ALL N.I.C. OR

"BY OWNER" ITEMS NOTED TO BE INSTALLED BY CONTRACTOR. CONTACTS FOR N.I.C. OR "BY

OWNER" ITEMS SHALL BE PROVIDED BY OWNER.

F. ALL WORK SHALL CONFORM TO EXISTING CODES, REGULATIONS, AND SEISMIC REQUIREMENTS, AND BE DONE IN A FIRST CLASS CRAFTSMAN- LIKE MANNER, ACCORDING TO GOOD

CONSTRUCTION PRACTICES.

G. ALL CONTRACTORS TO BE RESPONSIBLE FOR KEEPING AREAS ADJACENT TO WORK AREA CLEAN

AND FREE FROM ALL MATERIALS CONNECTED WITH ALTERATION/ RENOVATION WORK. AREAS

TO BE CLEANED AT THE END OF EACH WORK DAY.

H. ANY CUTTING, PATCHING, OR DEMOLITION FOR THIS PROJECT SHALL BE PERFORMED BY EACH

CONTRACTOR AS REQUIRED.

I. FURNISH AND INSTALL FRAMELESS ACCESS DOORS WHERE REQUIRED FOR ACCESS TO "ACTIVE"

BASE BUILDING SYSTEMS, VALVES, ETC. REVIEW LOCATION WITH ARCHITECT PRIOR TO

INSTALLATION.

J. ALL SURFACES DISTURBED BY DEMOLITION & NEW CONSTRUCTION OPERATIONS SHALL BE

PATCHED & REPAIRED TO MATCH AND BLEND W/ EXISTING ADJACENT SURFACES UNLESS

OTHERWISE NOTED.

K. ALL EXISTING SURFACES TO BE REPAINTED SHALL BE PATCHED AND REPAIRED AS REQUIRED

DUE TO UNUSED HOLES, GOUGES, OR OTHER WALL DAMAGE. ANY UNUSED ELECTRICAL,

SECURITY, OR OTHER SUCH JUNCTION BOXES OR CONTROL PANELS SHALL BE REMOVED WITH

OWNER APPROVAL.

L. ALL COLORS, MATERIALS, ETC. TO BE SELECTED BY ARCHITECT. SUBMIT SAMPLES FOR REVIEW

IF ANY SUBSTITUTIONS ARE PROPOSED.

M. ALL DIMENSIONS ARE NOMINAL TO FACE OF FINISHES UNLESS OTHERWISE NOTED. ANY

DIMENSIONS INDICATED AS "CLEAR" OR 'FINISH" ARE CRITICAL DIMENSIONS FROM FACE TO FACE

OF FINISHES AND MUST BE BUILT AS SHOWN.

N. DO NOT SCALE DRAWINGS; WRITTEN DIMENSIONS GOVERN. IN CASE OF DISCREPANCY, CONSULT

ARCHITECT PRIOR TO PROCEEDING.

O. ALL EXISTING CABLE TV WIRING AND OTHER MISCELLANEOUS WIRING BELOW, OVER, OR

ADJACENT TO ROOF TO BE TEMPORARILY REMOVED OR RELOCATED AS REQUIRED TO INSTALL

NEW ROOFING - TYPICAL

NOTE: ALL CONTRACTORS TO BE CONSIDERED PRIMARY FOR THEIR PARTICULAR DISCIPLINE; THESE NOTES APPLY TO ALL IN ALL AREAS OF REQUIRED WORK.

PROJECTION SCREEN

PAINT

PARTICLEBOARD

PLASTER

PLASTIC LAMINATE

PROPERTY LINE

PLYWOOD

P.S.

P., PTD.

PLAS.

P.LAM.

P.L.

PLYWD.

PART. BD.

CT STATE BUILDING CODE

CONCRETE MASONRY UNIT

CLEAN AND WAX

COLD WATER

CERAMIC TILE

DISPENSER

DURANODIC

DRINKING FOUNTAIN

DOWNSPOUT

DIAGONAL

DIAMETER

CAULKING

CONTROL JT.

CONTINUOUS

CONCRETE

C & W

C.W.

C.T.

DISP.

DUR.

DEG.

D.F.

DS.

DWG.

ØDIA.

DN.

DIAG.

DET./DTL.

C.S.B.C.

CLG.

CLKG.

C.J.

CONT.

CRS.

COL.

C.M.U.

CONC.

CLR.

DEGREE

DETAIL

DRAWING

DOWN

CEILING

COURSE

COLUMN

CLEAR

CAST IRON

CEILING HEIGHT

CAPACITY

CATCH BASIN

CHALKBOARD

CENTER LINE

BITUMINOUS

ALUMINUM SADDLE

ACCESS PANEL

ARCHITECTURAL

CLEAN, CLOSER

BENCH MARK

BLOCKING

ALTERNATE

APPROXIMATE

AGGREGATE

C.I.

C.H.

CAP.

CB

C.B.

LC

AT

BEAM

BIT.

A.S.

A.P.

ARCH.

BLDG.

BD.

CAB.

C

B.U.

BRK.

B.M.

BOT.

BM.

BLKG.

ALT.

ALUM.

AGGR.

APPROX.

BUILDING

BOARD

CABINET

BUILT UP

BRICK

BOTTOM

ALUMINUM

ABOVE FINISHED FLOOR

ACOUSTICAL CEILING TILE

ANCHOR BOLT

A.F.F.

ACT

AB.

HOLD OPEN (ELECTRO MAG.)

HEATING, VENTILATION AND

HIGH DENSITY FIBERBOARD

HOT WATER

HIGH POINT

ISOLATED GROUND

INSIDE DIAMETER

AIR CONDITIONING

HEIGHT

HOUR

H.W.

H.P.

I.G.

I.D.

HVAC

HT.

HR.

GALVINIZED

GAUGE

GYPSUM BOARD

HANDICAPPED

HOLLOW METAL

GLASS

GALV.

G.C.

GA.

H.O.

HC

HDFBD

H.M.

GL.

GYP. BD.

GENERAL CONTRACTOR

FIBER REINFORCED PLASTIC

ELECTRIC WATER COOLER

FIRE EXTINGUISHER CABINET

EXPANSION JOINTE.J.

FACE OF BRICKF.O.B.

FIRE RATED

FACE OF CONCRETE

FOOT OR FEET

FURRING

FOOTING

F.R.P.

F.R.

FT.

F.O.C.

FURR.

FTG.

EMERGENCYEMER

FLOOR DRAIN

ELECTRICAL PANEL

EQUIPMENT

EXPANSION JOINT

EXTERIOR

FOUNDATION

FIRE EXTINGUISHER

EQUAL

FLUORESCENT

FLOOR

FINISH

FINISH FLOOR

F.D.

E.W.C.

E.P.

EXIST.

EQUIP.

EXT.

F.E.

FDN.

EQ.

F.E.C.

FLUOR.

FIN.

FLR.

F.F.

EXP. JT.

ELEVATIONEL. ELEV.

ELEVATIONELEV.

ELEC. ELECTRICAL

EXISTING (BY OWNER)

EPOXY

EACH

E.

EA.

UNLESS OTHERWISE NOTEDU.O.N.

WASH FOUNTAIN

WITH

WHITE BOARD

VINYL COMPOSTION TILE

WATER CLOSET

VERTICAL

VERIFY IN FIELD

WOOD

WASH. F.

W/

VCT

W.C.

W.B.

VERT.

V.I.F.

WD.

WITHOUTW/O

TOP OF DECK

TEMPERED

TACKBOARD

TOP OF STEEL

TREAD

T.O.D.

TEMP.

T.B.

T.O.S.

TR

THICK

TYPICAL

U.L.

THK.

TYP.

T & B TOP AND BOTTOM

UNDERWRITERS LABORATORY

RADIUSRAD.

STAINLESS STEELS.S.

SYSTEM

STAIN

STANDARD

STEEL

SUSPENDED

STRUCTURAL

SYS.

ST.

STD.

STL.

SUSP.

STRUC.

STATE FIRE SAFETY CODE

STANDPIPE CABINET

SOLDIER COURSE

RAIN WATER LEADER

ROOF VENT

RIGHT HAND

ROOM

ROUGH OPENING

REQUIRED

SHEET

SIMILAR

SECTION

SQUARE FOOT

SCHEDULE

SP. CAB.

S.F.S.C.

S.C.

R.W.L.

R.V.

R.H.

REQ'D.

R.O.

RM

SHT.

SIM.

S.F.

SECT.

SCHED.

SQUARE

SPECIFICATION

SQ. OR

SPEC.

REFRIGERATOR

ROOF DRAIN

R.C.P.

REFR.

R.D.

REINF. REINFORCED

REINFORCED CONCRETE PIPE

RISERR.

METALMTL.

OUTSIDE DIAMETER

OVERHEAD

OPPOSITE

OPENING

O.H.

OPP.

OPG.

O.D.

OVERFLOW ROOF DRAINORD.

NATIONAL FIRE PREVENTION

OCCUPANT(S)

ASSOCIATION

NOT IN CONTRACT

NUMBER

NOT TO SCALE

MULLION

ON CENTER

OCC.

N.F.P.A.

N.I.C.

NO.

N.T.S.

MUL.

O.C.

MASONRY

MARBLE SADDLE

MANHOLE

MINIMUM

MASONRY OPENING

MISCELLANEOUS

MSY

M.S.

M.H.

MIN.

M.O.

MISC.

JAMB OPENING WIDTHJ.O.W.

LEAD COATED COPPER

JOIST

JOINT

KITCHEN

LAMINATE

LAVATORY

LABORATORY

L.C.C.

JST.

KIT.

JT.

LAV.

LAM.

LAB.

LOUVER

LEFT HAND

LIGHT

LOW POINT

MAXIMUM

MEMBRANE

MANUFACTURER

MECHANICAL

LVR.

L.H.

LT.

MAX.

MECH.

MEMB.

MFR.

L.P.

JANITOR

INVERT

JAMB OPENING HEIGHT

JAN.

INV.

J.O.H.

INTERIOR

INFORMATION

INT.

INFO

INSULATIONINSUL.

NOT APPLICABLEN.A.

B.O.F. BOTTOM OF FIXTURE

PUSH BUTTONP.B.

ALUMINUM COMPOSITE PANELA.C.P.

POWDER-ACTUATED FASTENERP.A.F.

COLUMN GRID LINES AND DESIGNATIONS

BUILDING SECTION

X

X

INTERIOR ELEVATIONS

ROOM NAME

AND NUMBER

DOOR NUMBER

REFERENCE POINT

SIGNAGE DESIGNATION

DEMOLITION NOTE

CONSTRUCTION NOTE

DR#

REVISION

WALL TYPE DESIGNATION

WINDOW TYPEX

CONSTRUCTION PLAN SYMBOLS

A-XXX

A-XXX

A-XXX

DETAILED

ENLARGED AREA

DETAIL NUMBER

NEW METAL STUD CONSTRUCTION

WALL OR OBJECTS TO BE REMOVED

NEW CONCRETE MASONRY CONSTRUCTION

NEW PARTIAL-HEIGHT

CONSTRUCTION

ROOM

000A

A

2A

Axxx

A-XXX WALL SECTIONS

EXTERIOR ELEVATION-

A-XXX

CHANGE IN LEVEL:

UPPER LEVEL

EL. 566'-6"

LEVEL DESIGNATION

COVER PROJECT NAME AND ADDRESS;

INFO-1 LOCATION PLAN; ABBREVIATIONS; DRAWING LIST

ARCHITECTURAL

A-1R1 ROOF PLAN

A-150 CUPOLA DETAILS

A-151 ROOF DETAILS

A-301 EXTERIOR ELEVATIONS

A-302 EXTERIOR ELEVATIONS

A-303 EXTERIOR ELEVATIONS

AutoCAD SHX Text

EXISTING WALL

B1 A-301

A1 A-301

A1 A-302

B1 A-302

A1 A-303

B2 A-303

A1 A-303

B2 A-303

ROOF PLAN

SCALE: 3/32" = 1'-0"

N

A1 A-150

1 1

6 6

1. ALL DIMENSIONS TO BE VERIFIED IN FIELD.

GENERAL CONSTRUCTION NOTES

INFILL EXISTING RECESSED GUTTERS TO MATCH EXISTING

ROOF CONSTRUCTION AND PREP FOR INSTALLATION OF NEW

SURFACE MOUNTED GUTTERS. SEE DETAIL A1 ON SHEET A-151.

INSTALL NEW GUTTERS AND CONNECT TO EXISTING

DOWNSPOUTS.SEE DETAIL A1 ON SHEET A-151.

SAND ALL CUPOLA SURFACES, PATCH & CAULK ALL VOIDS AS

REQUIRED TO APPLY NEW 3/8" THICK COMPOSITE PANELS AS

MANUFACTURED BY AZEK OR APPROVED EQUAL.

EXISTING GUTTERS AND DOWNSPOUTS TO REMAIN

INFILL EXISTING DOWNSPOUT OPENING IN SOFFIT TO MATCH

EXISTING SOFFIT CONSTRUCTION

EXTENT OF NEW ROOFING. SEE DETAIL A1 ON SHEET A-151

CONSTRUCTION NOTES

# DATE DESCRIPTION

REVISIONS:

DATE: JOB NUMBER:

DRAWING TITLE:

DRAWING NO.

SCALE: DRAWN BY: REVIEWED BY:

These documents have been prepared specifically for this project. Reproduction or other use of these documents is prohibited without the approval of the Architect.

COPYRIGHT 2025 BY:

ANTINOZZI ASSOCIATES, P.C.

271 Fairfield Avenue Bridgeport, Connecticut 06604 Tel: (203) 377-1300 Fax: (203) 378-3002 www.antinozzi.com

CERTIFICATION:

CONSULTANT:

TO

W

N O

F M

O N

R O

E

G U

TT

ER

A

LT

ER

A

TI

O

N S

A N

D C

U

PO

LA

R

ES

TO

RA

TI

O N

S

F A

N H

IL

L

RO

N

RO

E, C

O N

N

EC

TI

C

U T

AUGUST 28, 2026 25019

M O

N R

O E

TO

W

N H

A

LL

ROOF PLAN

1/16" = 1'-0" RLF PAL

A-1R1

EXISTING DUCT SHAFT

OPENING. WITH

GALVANIZED BIRD

SCREEN COVER.

EXISTING WEATHERVANE TO BE

REMOVED AND RESTORED.

EXISTING PAINTED COPPER BALL TO

BE SCRAPED, SANDED AND

PREPARED TO RECEIVE NEW PAINT -

PROVIDE ONE (1) PRIMER COAT OF

BENJAMIN MOORE SUPER SPEC

ALKYD METAL PRIMER No. P06 AND

TWO (2) FINISH COATS OF BENJAMIN

MOORE SUPER SPEC HP DTM ALKYD

GLOSS ENAMEL P26

EXISTING PAINTED COPPER DOME TO

BE SCRAPED, SANDED AND

PREPARED TO RECEIVE NEW PAINT -

PROVIDE ONE (1) PRIMER COAT OF

BENJAMIN MOORE SUPER SPEC

ALKYD METAL PRIMER No. P06 AND

TWO (2) FINISH COATS OF BENJAMIN

MOORE SUPER SPEC HP DTM ALKYD

GLOSS ENAMEL P26

OPEN ARCH

ON 4 SIDES

EXISTING ROOF STRUCTURE

A2 A-150

A1 CUPOLA PLAN

SCALE: 1-1/2" = 1'-0"

B1 CUPOLA ELEVATION

SCALE: 1-1/2" = 1'-0"

SAND ALL CUPOLA SURFACES, PATCH &

CAULK ALL VOIDS AS REQUIRED TO APPLY

NEW 3/8" THICK COMPOSITE PANELS AS

MANUFACTURED BY AZEK OR APPROVED

EQUAL. TYPICAL.

EXISTING ACCESS

HATCH. V.I.F.

9'-0"±

1'-0" 1'-6" 4'-0" 1'-6" 1'-0"

'-0

LINE OF EXISTING ARCHWAY

EXISTING 4X STRUCTURAL

POST TO REMAIN.

SAND ALL CUPOLA SURFACES,

PATCH & CAULK ALL VOIDS AS

REQUIRED TO APPLY NEW 3/8"

THICK COMPOSITE PANELS AS

MANUFACTURED BY AZEK OR

APPROVED EQUAL. TYPICAL.

LINE OF BASE BELOW

A2 CUPOLA DETAIL

SCALE: 1-1/2" = 1'-0"

1'-

4"

2"

1'-

# DATE DESCRIPTION

REVISIONS:

DATE: JOB NUMBER:

DRAWING TITLE:

DRAWING NO.

SCALE: DRAWN BY: REVIEWED BY:

These documents have been prepared specifically for this project. Reproduction or other use of these documents is prohibited without the approval of the Architect.

COPYRIGHT 2025 BY:

ANTINOZZI ASSOCIATES, P.C.

271 Fairfield Avenue Bridgeport, Connecticut 06604 Tel: (203) 377-1300 Fax: (203) 378-3002 www.antinozzi.com

CERTIFICATION:

CONSULTANT:

TO

W

N O

F M

O N

R O

E

G U

TT

ER

A

LT

ER

A

TI

O

N S

A N

D C

U

PO

LA

R

ES

TO

RA

TI

O N

S

F A

N H

IL

L

RO

N

RO

E, C

O N

N

EC

TI

C

U T

AUGUST 28, 2026 25019

M O

N R

O E

TO

W

N H

A

LL

CUPOLA DETAILS

AS NOTED RMR PAL

A-150

A1 GUTTER / EAVE DETAIL

SCALE: 3" = 1'-0"

NEW PRE-FINISHED 5" X 4" ALUMINUM

DOWNSPOUT.PROVIDE ALL ELBOWS

AND OFFSETS. INSTALL STRAPS AT

TOP, BOTTOM AND 10'-0" O.C.

CONNECTED TO EXISTING

DOWNSPOUT.

NEW LEAD COATED COPPER DRIP

EDGE OVER EXISTING LEAD

COATED COPPER.

NEW 8" x 8" SEAL TITE BOX STYLE

(22 GUAGE) ALUMINUM TYPE XL

GUTTER AS MANUFACTURED BY

METAL ERA WITH DIAGONAL

HANGERS AT 2'-0" O.C. WITH LEAF

GUARDS MODEL LEAF RELIEF AS

MANUFACTURED BY ALCOA.

EXISTING 2X ROOF FRAMING.

EXISTING 5/8" PLYWOOD.

NEW 3/4" EXTERIOR GRADE

PLYWOOD.

EXISTING SHINGLES.

NEW 2x_ P.T. WOOD

BLOCKING CUT TO FIT.

EXTERIOR FACE OF BUILDING

EXISTING DOWNSPOUT TO REMAIN

ICE AND WATER MEMBRANE

NEW ARCHITECTURAL

FIBERGLASS SHINGLES

NEW WOOD SOFFIT INFILL

(DOUGLAS FIR) TO CLOSE OFF

EXISTING DOWNSPOUT OPENING -

PAINT TO MATCH EXISTING

INFILL 5"± WOOD MOLDING

(DOUGLAS FIR) TO MATCH

EXISTING - PAINT TO MATCH

EXISTING

EXISTING DOWNSPOUT LEADER

HEAD TO REMAIN

EXISTING UNDERLAYMENT

NEW 15 LB FELT

UNDERLAYMENT

OVERLAP NEW

UNDERLAYMENT 1'-0" OVER

TOP THE NEW ICE AND WATER

MEMBRANE

OVERLAP EXISTING

UNDERLAYMENT 6" OVER

TOP THE NEW ICE AND WATER

MEMBRANE

4'-0"±

EXTENT OF NEW SHINGLES

3'-0"

LENGTH OF ICE AND WATER MEMBRANE

PROVIDE NEW P.T. BLOCKING AT 24"

O.C.

NEW CONTINUOUS SOFFIT 3/8"

THICK COMPOSITE PANELS AS

MANUFACTURED BY AZEK OR

APPROVED EQUAL. TYPICAL.

NEW 1x10± (VIF) COMPOSITE FASCIA

BOARD AS MANUFACTURED BY AZEK OR

APPROVED EQUAL. TYPICAL.

PROVIDE AN ALLOWANCE FOR

REPLACEMENT OF 50 LINEAR

FEET OF 1x_ FRIEZE BOARD WITH NEW DOUGLAS FIR 1x_

BOARD - PAINTED TO MATCH

EXISTING

# DATE DESCRIPTION

REVISIONS:

DATE: JOB NUMBER:

DRAWING TITLE:

DRAWING NO.

SCALE: DRAWN BY: REVIEWED BY:

These documents have been prepared specifically for this project. Reproduction or other use of these documents is prohibited without the approval of the Architect.

COPYRIGHT 2025 BY:

ANTINOZZI ASSOCIATES, P.C.

271 Fairfield Avenue Bridgeport, Connecticut 06604 Tel: (203) 377-1300 Fax: (203) 378-3002 www.antinozzi.com

CERTIFICATION:

CONSULTANT:

TO

W

N O

F M

O N

R O

E

G U

TT

ER

A

LT

ER

A

TI

O

N S

A N

D C

U

PO

LA

R

ES

TO

RA

TI

O N

S

F A

N H

IL

L

RO

N

RO

E, C

O N

N

EC

TI

C

U T

AUGUST 28, 2026 25019

M O

N R

O E

TO

W

N H

A

LL

ROOF DETAILS

AS NOTED RMR PAL

A-151

B1 EAST ELEVATION

SCALE: 1/8" = 1'-0"

A1 SOUTH ELEVATION

SCALE: 1/8" = 1'-0"

NEW GUTTERS CONNECTED

TO EXISTING DOWNSPOUTS.

TYPICAL.

SEE DETAIL B1 ON

SHEET A-150

NEW GUTTERS CONNECTED

TO EXISTING DOWNSPOUTS.

TYPICAL.

EXISTING DOWNSPOUT

TO REMAIN

EXISTING DOWNSPOUT

TO REMAIN

EXISTING DOWNSPOUT

TO REMAIN

EXISTING DOWNSPOUT

TO REMAIN

EXISTING DOWNSPOUT

TO REMAIN

# DATE DESCRIPTION

REVISIONS:

DATE: JOB NUMBER:

DRAWING TITLE:

DRAWING NO.

SCALE: DRAWN BY: REVIEWED BY:

These documents have been prepared specifically for this project. Reproduction or other use of these documents is prohibited without the approval of the Architect.

COPYRIGHT 2025 BY:

ANTINOZZI ASSOCIATES, P.C.

271 Fairfield Avenue Bridgeport, Connecticut 06604 Tel: (203) 377-1300 Fax: (203) 378-3002 www.antinozzi.com

CERTIFICATION:

CONSULTANT:

TO

W

N O

F M

O N

R O

E

G U

TT

ER

A

LT

ER

A

TI

O

N S

A N

D C

U

PO

LA

R

ES

TO

RA

TI

O N

S

F A

N H

IL

L

RO

N

RO

E, C

O N

N

EC

TI

C

U T

AUGUST 28, 2026 25019

M O

N R

O E

TO

W

N H

A

LL

ELEVATIONS

1/8" = 1'-0" RLF PAL

A-301

B1 WEST ELEVATION

SCALE: 1/8" = 1'-0"

A1 NORTH ELEVATION

SCALE: 1/8" = 1'-0"

NEW GUTTERS CONNECTED

TO EXISTING DOWNSPOUTS.

TYPICAL.

SEE DETAIL B1 ON

SHEET A-150

EXISTING GUTTERS AND

DOWNSPOUTS TO REMAIN

NEW GUTTERS CONNECTED

TO EXISTING DOWNSPOUTS.

TYPICAL.

SEE DETAIL B1 ON

SHEET A-150

EXISTING GUTTERS AND

DOWNSPOUTS TO REMAIN

NEW GUTTERS CONNECTED

TO EXISTING DOWNSPOUTS.

TYPICAL.

EXISTING DOWNSPOUT

TO REMAIN

EXISTING DOWNSPOUT

TO REMAIN

EXISTING DOWNSPOUT

TO REMAIN

EXISTING DOWNSPOUT

TO REMAIN EXISTING DOWNSPOUT

TO REMAIN

# DATE DESCRIPTION

REVISIONS:

DATE: JOB NUMBER:

DRAWING TITLE:

DRAWING NO.

SCALE: DRAWN BY: REVIEWED BY:

These documents have been prepared specifically for this project. Reproduction or other use of these documents is prohibited without the approval of the Architect.

COPYRIGHT 2025 BY:

ANTINOZZI ASSOCIATES, P.C.

271 Fairfield Avenue Bridgeport, Connecticut 06604 Tel: (203) 377-1300 Fax: (203) 378-3002 www.antinozzi.com

CERTIFICATION:

CONSULTANT:

TO

W

N O

F M

O N

R O

E

G U

TT

ER

A

LT

ER

A

TI

O

N S

A N

D C

U

PO

LA

R

ES

TO

RA

TI

O N

S

F A

N H

IL

L

RO

N

RO

E, C

O N

N

EC

TI

C

U T

AUGUST 28, 2026 25019

M O

N R

O E

TO

W

N H

A

LL

ELEVATIONS

A-302

B2

POLICE STATION

WEST ELEVATION

SCALE: 1/8" = 1'-0" B2

POLICE STATION

SOUTH ELEVATION

SCALE: 1/8" = 1'-0"

A1

TOWN HALL

NORTH ELEVATION

SCALE: 1/8" = 1'-0"

SEE DETAIL B1 ON

SHEET A-150

NEW GUTTERS CONNECTED

TO EXISTING DOWNSPOUTS.

TYPICAL.

EXISTING GUTTERS TO

REMAIN

SEE DETAIL B1 ON

SHEET A-150

NEW GUTTERS CONNECTED

TO EXISTING DOWNSPOUTS.

TYPICAL.

NEW GUTTERS CONNECTED

TO EXISTING DOWNSPOUTS.

TYPICAL.

NEW GUTTERS CONNECTED

TO EXISTING DOWNSPOUTS.

TYPICAL.

NEW GUTTERS CONNECTED

TO EXISTING DOWNSPOUTS.

TYPICAL.

EXISTING DOWNSPOUT

TO REMAIN

EXISTING DOWNSPOUT

TO REMAIN

# DATE DESCRIPTION

REVISIONS:

DATE: JOB NUMBER:

DRAWING TITLE:

DRAWING NO.

SCALE: DRAWN BY: REVIEWED BY:

These documents have been prepared specifically for this project. Reproduction or other use of these documents is prohibited without the approval of the Architect.

COPYRIGHT 2025 BY:

ANTINOZZI ASSOCIATES, P.C.

271 Fairfield Avenue Bridgeport, Connecticut 06604 Tel: (203) 377-1300 Fax: (203) 378-3002 www.antinozzi.com

CERTIFICATION:

CONSULTANT:

TO

W

N O

F M

O N

R O

E

G U

TT

ER

A

LT

ER

A

TI

O

N S

A N

D C

U

PO

LA

R

ES

TO

RA

TI

O N

S

F A

N H

IL

L

RO

N

RO

E, C

O N

N

EC

TI

C

U T

AUGUST 28, 2026 25019

M O

N R

O E

TO

W

N H

A

LL

ELEVATIONS

A-303