2026_03.25 Niantic Drawings.pdf

INDEX OF DRAWINGS

SITE LOCATION MAP

RE

BMUN

TE

S

NIANTIC AND PATTAGANSETT PUMP

STATIONS ROOF REPLACEMENT

NIANTIC

141 MAIN ST,

NIANTIC, CT 06357

PATTAGANSETT

32A WEST MAIN STREET,

NIANTIC, CT 06062

STRUCTURAL ENGINEER

GR ENGINEERING LLC

135 EAST MAIN STREET

THOMASTON, CONNECTICUT 06787

ISSUE FOR BID

03/25/2026

ARCHITECT

FRIAR ARCHITECTURE

21 TALCOTT NOTCH ROAD

FARMINGTON, CONNECTICUT

REFERENCE

R1.1 REFERENCE SHEET

STRUCTURE

S1.1 ROOF FRAME OVERLAY PLAN NIANTIC

S1.2 ROOF FRAME OVERLAY PLAN PATTAGANSETT

ARCHITECTURE

A2.1 ROOF PLANS - NIANTIC

A2.2 ROOF PLANS - PATTAGANSETT

A2.3 TYPICAL DETAILS

A2.4 NIANTIC AND PATTAGANSETT ROOF DETAILS

FIRST SELECTMAN

DAN CUNNINGHAM

PUBLIC WORKS DIRECTOR

JOSEPH J. BRAGAW, PE

CHIEF OPERATING OFFICER, WATER & SEWER

BEN NORTH PATTEGANSETT

PUMP STATION

NIANTIC PUMP

STATION

METAL (SMALL)

METAL LATH

MARBLE

GYSUM BOARD

GRAVEL

GLAZING

GLAZED BRICK

GLASS BLOCK

FIRE BRICK

FINISHED WOOD

FACE GRAIN

FACE BRICK

TERRAZZO

TERRA-COTTA

STRUCT. GLAZED

FACING TILEEARTH

CONCRETE

C.M.U.

STRUCTURAL CLAY

STEEL

SLATE, FLAGGING,

SOAPSTONE

CERAMIC TILE

CAST STONE

CARPET

SHEATHING INSUL.

RUBBLE

ROUGH WOOD

(INTERUPTED)

BRASS OR BRONZE

BITUMINOUS

BATT INSULATION

ROUGH WOOD

(CONTINUUS)

RIGID INSULATION

PLYWOOD ( SMALL)

ACOUSTICAL TILE PLASTER

ALUMINUM

ARCHITECTURAL MATERIALS

CELLULAR PVC

FLAT METAL PANEL

SLATE, FLAGGING,

SOAPSTONE

METAL PANEL

CORRUGATED

GLASS

CERAMIC TILE

CONCRETE BLOCK

BRICK

ELEVATIONS

BUILDING SECTION

ARCHITECTURAL SYMBOLS

WALL SECTION

COLUMN CENTERLINE

DETAIL DESIGNATION, PLAN DETAIL,

LARGE SCALE PLANS

INTERIOR ELEVATIONS

CASEWORK ELEVATIONS

CEILING DESIGNATION

ROOM NUMBER

DOOR NUMBER

WINDOW DESIGNATION

DEMOLATION TAG

WALL TYPES

PHOTO LOCATION

REVISION NUMBER

DATUM / ELEVATION / LEVEL LINE

EXISITING CONSTRUCTION TO REMAIN

NEW STUD CONSTRUCTION

NEW CONCRETE BLOCK

NEW FACE BRICK

SOFFITS / OVERHANG ABOVE

THIS REPRESENTS A 30"X48" ADA

WHEELCHAIR CLEARANCE. IN ADDITIONIT

REPRESENTS A 30" CLEAR WIDTH.

ACCESSIBLE ELEMENT

AREA OF REFUGE WHEELCHAIR SPACE ACCESS.

CLEAR FLOOR SPACE ASSEMBLY WHEELCHAIR

SEAT 30"x48" CLEAR FLOOR SPACE

CORNER GUARD

SECTION NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

LETTERS (HORIZ.)

SHEET NUMBER

NUMBERS (VERT.)

DETAIL NUMBER

SHEET NUMBER

ELEVATION NUMBER

ELEVATION NUMBER

CEILING TYPE (LETTER)

CEILING HEIGHT (NUMBER)

NUMBER

NUMBER/TYPE

LETTER/TYPE

NUMBER

NUMBER

PHOTO NUMBER

NUMBER

MIN.

30" CLR

M

IN

C

LR

CONSTRUCTION NOTES

ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL CODES AND

ORDINANCES.

DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION OF

DIMENSIONS FROM THE ARCHITECT BEFORE CONTINUING WITH CONSTRUCTION.

CONTRACT DRAWINGS MAY VARY FROM ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL CORRECT DIMENSIONS

OF ALL MATERIALS TO CARRY OUT OF THE INTENT OF THE CONTRACT DRAWINGS. VERIFY ALL DIMENSIONS AND

EXISTING CONDITIONS IN FIELD BEFORE ORDERING ANY MATERIALS. CONTRACTOR SHALL NOTIFY ARCHITECT

PROMPTLY OF ANY CRITICAL DISCREPANCIES BEFORE PROCEEDING WITH WORK.

ALL NEW WORK SHALL BE IMPLEMENTED SO AS TO PROVIDE A SMOOTH AND CONTINUOUS SURFACE WITH ALL

EXISTING CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY TO ACHIEVE THIS

REQUIREMENT, EVEN THROUGH PROCEDURES ARE NOT DETAILED FOR EACH SPECIFIC CONDITION OR

COMBINATION OF CONDITIONS. QUALITY OF WORKMANSHIP, MATERIALS AND FINISHES SHALL BE EQUAL TO THE

LEVEL ESTABLISHED FOR SIMILAR CONSTRUCTION, EXCEPT WHERE EXISTING APPEARANCE IS TO BE MATCHED TO

ACHIEVE CONTINUITY.

CUTTING AND PATCHING SHALL BE THE RESPONSIBILITY OF THE TRADE WHOSE WORK RESULTS IN THE NEED FOR

CUTTING AND PATCHING UNLESS A SPECIFIC CONTRACTOR IS CALLED OUT ON THE DRAWINGS. ALL HOLES LEFT BY

REMOVING MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT, ETC. SHALL BE PATCHED.

CONTRACTOR SHALL PROVIDE WOOD BLOCKING AT WALLS AS REQUIRED.

1.

2.

3.

4.

5.

6.

GENERAL NOTES

1.) DIMENSION CRITERIA

A. FROM FACE TO METAL STUD TO FACE OF METAL STUD

B. FROM FACE TO METAL STUD TO FACE OF CONCRETE MASONRY UNIT

C. FROM FACE TO CONCRETE MASONRY UNIT TO FACE OF CONCRETE MASONRY UNIT

ABBREVIATIONS

ABOVE FINISH FLOOR

ABOVE FINISH GRADE

ACOUSTIC TILE

AIR CONDITIONING

AIR HANDLING UNIT

ALTERNATE

ALUMINUM

ANCHOR, ANCHORAGE

ANCHOR BOLTS

ANGLE

ANODIZED

APPROVED

ARCHITECTURAL / ARCHITECT

ASBESTOS

ASPHALT

ASSEMBLY

ASSISTANT

AT

AUTOMATIC

BEAM

BEARING

BETWEEN

BEVEL / BEVELED

BITUMINOUS

BLOCK

BLOCKING

BOARD

BOTTOM OF

BOTTOM

BUILDING

BUILT-UP ROOF

CABINET UNIT HEATER

CAPACITY

CEILING

CEILING HEIGHT

CEMENT

CENTER

CENTERLINE

CERAMIC

CHALKBOARD

CHANNEL

CLOSET

COLUMN

CONFERENCE

CONTROL OR

CONSTRUCTION JOINT

CONTINUOUS

CONTRACTOR

CORRIDOR

COURSE / COURSES

DAMPPROOFING

DEGREE

DEMOLITION

DEPARTMENT

DETAIL

DIAMETER

DIMENSION

DISTANCE

DOOR

DOUBLE

DOUBLE HUNG

DOWN

DOWNSPOUT

DRAWING

DRINKING FOUNTAIN

EACH

ELECTRIC / ELECTRICAL ELECTRICAL

WATER COOLER

ELEVATION

ELEVATOR

EXISTING FIRE EXTINGUISHER

EMERGENCY

EQUAL

EQUIPMENT

EXISTING

EXISTING TO REMAIN

EXPANSION JOINT

EXTERIOR INSULATION

FINISH SYSTEM

FEET, FOOT

FINISH, FINISHED

FIRE DAMPER

FIRE EXTINGUISHER/FIRE BLANKET

CABINET

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER & BRACKET

FIRE RETARDANT

FIREPROOFING

FIXTURE

FLASHING

FLOOR DRAIN

FLOOR FINISH

FOOTING

FOUNDATION

FUME HOOD

FURNISH / FURNISHED

FURRED / FURRING

INCH OR INCHES

INCLUDE / INCLUDING

INFORMATION

INSIDE DIAMETER

INSULATION

INTERIOR

JOINT

KICK PLATE

LABORATORY

LAVATORY

LIGHTING

MACHINE

MAINTENANCE

MANUFACTURER

MARKER BOARD

MASONRY

MASONRY OPENING

MATERIAL

MAXIMUM

MECHANICAL

METAL

MEZZANINE

MINIMUM

MISCELLANEOUS

OFFICE

ON CENTER

OPPOSITE HAND

OPENING

OUTSIDE DIAMETER

PAINTED

PAIR

PAPER TOWEL DISPENSER

PERPENDICULAR

PLASTER

PLASTIC LAMINATE

PLATE

PLUMBING

PLYWOOD

PRECAST

PREFABRICATED

PRESSURE TREATED

PROJECT, PROJECTION POINT

QUANTITY

QUARRY TILE

RADIUS

RAIN WATER LEADER

RECEIVING

REFRIGERATOR

REINFORCED / REINFORCING

REQUIRED

REVISION / REVISED

RISER

ROOF DRAIN

ROOM

SANITARY NAPKIN DISPENSER

SANITARY NAPKIN

SCHEDULE

SCUPPER

SECTION

SEISMIC JOINT

SERVICE SINK

SHEET

SHOWER/EYEWASH

SIMILAR

SOAP DISPENSER

SOUND TRANSMISSION CLASS

SPECIFICATIONS

SPLASH BLOCK

SQUARE

SQUARE INCH (S)

SQUARE YARD (S)

SQUARE FEET (FOOT)

STAINLESS STEEL

STANDARD

STEEL

STORAGE

STRUCTURAL

STRUCTURAL GLAZED

FACING TILE

STRUCTURAL STEEL

SUSPEND, SUSPENSION

SURFACE

SYSTEM

TACKBOARD

TELEPHONE

TEMPERATURE / TEMPORARY

TOUNGE & GROOVE

THRESHOLD

THICK

TOILET

TOP OF

TREAD

TYPICAL

UNDERWRITER'S LABS

UNIT HEATER

UNIT VENTILATOR

UNLESS NOTED OTHERWISE

URINAL

VENT THROUGH ROOF

VERIFY IN FIELD

VERTICAL

VINYL ASBESTOS TILE

VINYL COMPOSITION TILE

WATER CLOSET

WATERPROOFING

WELDED WIRE FABRIC

WEIGHT

WHITE BOARD

WITH

WOOD

A.F.F.

A.F.G.

AC.,A.C.T.

A.C.

A.H.U.

ALT.

ALUM.

ANCH.

ABL

ANG

ANOD.

APPD.

ARCH.

ASB.

ASPH.

ASSY.

ASST

AUTO.

BM.

BRG.

BET.

BEV.

BIT.

BLK.

BLKG.

BD.

B/O

BTM.

BLDG.

B.U.R.

C.U.H.

CAP.

CLG.

CLG.HGT.

CEM.

CTR.

CL

CT

C.BD.

CH.

CLOS.

COL

CONF.

C.J.

CONT.

CONTR.

CORR.

CRS.

DAMPR.

DEG.

DEMO.

DEPT.

DET.

DIA.

DIM.

DIST.

DR.

DBL.

D.H.

DN.

D.S.

DWG.

D.F.

EA.

ELEC.

EWC.

EL.

ELEV.

EXFE

EMG.

EQ.

EQUIP.

EXIST.

ETR.

E.J.

EXT. EIFS.

FT.

FIN.

FD.

FEB

FEC

FE

FR.

FPRFG.

FIXT.

FLASH. FL.

FD.

FLR. FIN.

FTG.

FDN.

F.H.

FURN.

FURR

IN.

INCL.

INFO.

I.D.

INSUL.

INT.

JT.

KP.

LAB.

LAV.

LTG.

MACH.

MAINT.

MFR.

MBD.

MAS.

M.O.

MATL.

MAX.

MECH.

MET.

MEZZ.

MIN.

MISC.

OFF.

O.C.

O.H.

OPG.

O.D.

PTD.

PR.

P.T.D.

PERP.

PLAS.

P.LAM.

PL.

PLBG.

PLYWD.

P.C.

PREFAB.

PROJ. PT.

P.T.

QTY.

Q.T.

RAD.

RWL.

RECV.

REF.

REINF.

REQ'D.

REV.

R

R.D.

RM.

S.N.D.

S.N.R.

SCHED.

SC.

SECT.

S.J.

S.S.

SHT.

S/E

SIM.

S.D.

S.T.C.

SPEC.

S.B.

SQ.

SQ.IN.

SQ.YD.

S.F.

ST. STL.

STD.

STL.

STOR.

STRUCT.

SGFT.

STRUCT. STL.

SUSP.

SURF.

SYS.

TBD.

TEL.

TEMP.

T & G

THLD.

THK.

TLT

T/O

T.

TYP.

U.L.

U.H.

U.V.

U.N.O.

UR.

V.T.R.

V.I.F.

VERT.

V.A.T.

V.C.T.

W.C.

W.P.

W.W.F.

WT.

WBD.

W/

WD.

MATERIAL: 'R' VALUE

INSTALLED

.17OUTSIDE AIR

.44ASPHALT SHINGLE

.0630 POUND ROOFING FELT

8.6

3" POLYISO INSULATED NAIL BOARD

4" POLYISO INSULATION 24

0VAPOR BARRIER

ROOF R-VALUES

ROOFING SYSTEM

CLIMATE ZONE

WIND SPEED (APPENDIX P)

SURFACE ROUGHNESS

WIND CODE DATA

5A

Vault 135 mph

B

EXPOSURE CATEGORY

RISK CATEGORY (T 1604.5) III

Vasd 105 mph

HURRICANE PRONE REGION Yes

WIND BORNE DEBRIS REGION Yes

IMPORTANCE FACTOR Iw = 1.15

ASTM E1996 (1609.1.2.2) OPEN'G PROT'N N/A

ROOF DECK/ROOF COVERING (1609.5.1) ASCE 7

WIND CRITERIA (IECC 2021) (IBC 2021 CH 16)

0.122" PRECAST CONCRETE DECK

Total:

IECC 2021 (TC402.1.3) REQUIRED R 30 C.I.

R 33.39 C.I.

VARIES1/4" PER FOOT ROOF INSULATION BOARD

PROGRESS SET

NOT FOR

CONSTRUCTION

SHEET NO.

PROFESSIONAL SEAL

21 Talcott Notch Road

Farmington, CT 06032 friar.com

860.678.1291

CONSULTANT

DATE:

SCALE

PROJ. #:

DRAWN:

CHECKED:

3/24/2026 4:00:58 PM

As indicated

R1.1

REFERENCE SHEET

NIANTIC

141 MAIN ST, NIANTIC

CT 06357

PATTAGANSETT

32A WEST MAIN STREET, NIANTIC

CT 06062

EL

SM

2024-128A

03/25/2026

NIANTIC AND

PATTAGANSETT PUMP

STATIONS ROOF

REPLACEMENT

Date of Original Construction

1. GROUP CLASSIFICATION

(Primary) (Incidental)

Renovation

Group U

N/A1987

CODE INFORMATION (NIANTIC)

IECC 2021 TABLE 402.1.3 - ZONE 5 AND MARINE 4

BUILDING ENVELOPE REQUIREMENTS -

OPAQUE ASSEMBLIES

N/A

MINIMUM REQUIRED CONDITION/VALUEELEMENT

ROOFS

R-30 ciINSULATION ENTIRELY ABOVE ROOF DECK

R-19 + R-11 LSMETAL BUILDINGS

R-49ATTIC AND OTHER

Date of Original Construction

1. GROUP CLASSIFICATION

(Primary) (Incidental)

Renovation

Group U

N/A1988

CODE INFORMATION (PATTAGANSETT)

N/A

REVISIONS

NO. DATE DESCRIPTION

03/25/2026 ISSUE FOR BID

13. SPRINKLER PROTECTION

Limited Area

Entire Building13. SPRINKLER PROTECTION

Limited Area

Entire Building

14. CODES TO WHICH THIS PROJECT WAS DESIGNED Dated:

NoYes15. THRESHOLD BUILDING CONDITIONS X

2021 International Building Code *

2021 International Mechanical Code *

2021 International Plumbing Code *

2021 International Energy Conservation Code *

2019 Installation of Sprinkler Systems (NFPA 13)

2021 Life Safety Code (NFPA 101) *

2021 Fire Code (NFPA 1) *

2021 International Residential Code *

2021 International Existing Building Code *

2017 Accessible and Usable Buildings and

Facilities (ICC A117.1-2017)*

2020 National Electrical Code (NFPA 70)*

2021 International Fire Code *

2021 International Swiming Pool & Spa Code *

* With Connecticut Amendments and General Statute requirements

14. CODES TO WHICH THIS PROJECT WAS DESIGNED Dated:

NoYes15. THRESHOLD BUILDING CONDITIONS X

2021 International Building Code *

2021 International Mechanical Code *

2021 International Plumbing Code *

2021 International Energy Conservation Code *

2019 Installation of Sprinkler Systems (NFPA 13)

2021 Life Safety Code (NFPA 101) *

2021 Fire Code (NFPA 1) *

2021 International Residential Code *

2021 International Existing Building Code *

2017 Accessible and Usable Buildings and

Facilities (ICC A117.1-2017)*

2020 National Electrical Code (NFPA 70)*

2021 International Fire Code *

2021 International Swiming Pool & Spa Code *

* With Connecticut Amendments and General Statute requirements

NoneXNoneX

'A'

'A'

'A'

'A'

'B'

'B'

STEEL NOTES:

ROOF VENTING PANEL SYSTEM FASTENER SCHEDULE

**COORDINATE DEPTH OF SYSTEM WITH ARCHITECT**

FASTENER LOCATION SPACING

SPILD-___ Within 48" of roof edge 12" o.c.

TRUFAST SIP by Altenloh, Brinck @ Co. US, Inc.

www.trufast.com

SPILD-___ Field 16" o.c.

PROGRESS SET

NOT FOR

CONSTRUCTION

SHEET NO.

21 Talcott Notch Road Farmington, CT 06032 friar.com 860.678.1291

CONSULTANT

DATE:

SCALE

PROJ. #:

DRAWN:

CHECKED:

3/9/2026 11:37:15 AM

As indicated

S1.1

ROOF FRAMING

OVERLAY PLAN

NIANTIC

NIANTIC

141 MAIN ST, NIANTIC

CT 06357

PATTAGANSETT

32A WEST MAIN STREET, NIANTIC

CT 06062

EL

SM

2024-128A

03/09/2026

NIANTIC AND

PATTAGANSETT PUMP

STATIONS ROOF

REPLACEMENT

SCALE: 1/4" = 1'-0"

NEW ROOF FRAMING OVERLAY PLAN - NIANTIC

REVISIONS

NO. DATE DESCRIPTION

SCALE: 3" = 1'-0"

B

DETAIL

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

A

SECTION

[**MAXIMUM UPLIFT PER CLIP: 450#]

03/25/2026 ISSUE FOR BID

Z:

\P

R O

JE

C

TS

\2

6\

1.

Fr ia r A rc hi te ct s

- N ia nt ic P um p

H ou se s

- R oo f O ve rla ys

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3:

P M

'A' 'A'

'A' 'A'

SLOPE

9.5/12

SLOPE

9.5/12

RIDGE

RIDGE

HV

HV

EV

RI

DG

E

SLOPE

9.5/12

SLOPE

9.5/12

'B'

'B'

STEEL NOTES:

ROOF VENTING PANEL SYSTEM FASTENER SCHEDULE

**COORDINATE DEPTH OF SYSTEM WITH ARCHITECT**

FASTENER LOCATION SPACING

SPILD-___ Within 48" of roof edge 12" o.c.

TRUFAST SIP by Altenloh, Brinck @ Co. US, Inc.

www.trufast.com

SPILD-___ Field 16" o.c.

PROGRESS SET

NOT FOR

CONSTRUCTION

SHEET NO.

21 Talcott Notch Road Farmington, CT 06032 friar.com 860.678.1291

CONSULTANT

DATE:

SCALE

PROJ. #:

DRAWN:

CHECKED:

3/9/2026 11:37:15 AM

As indicated

S1.2

ROOF FRAMING

OVERLAY PLAN

PATTAGANSETT

NIANTIC

141 MAIN ST, NIANTIC

CT 06357

PATTAGANSETT

32A WEST MAIN STREET, NIANTIC

CT 06062

EL

SM

2024-128A

03/09/2026

NIANTIC AND

PATTAGANSETT PUMP

STATIONS ROOF

REPLACEMENT

SCALE: 1/4" = 1'-0"

NEW ROOF FRAMING OVERLAY PLAN - PATTAGANSETT

REVISIONS

NO. DATE DESCRIPTION

SCALE: 3" = 1'-0"

B

DETAIL

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

A

SECTION

[**MAXIMUM UPLIFT PER CLIP: 450#]

03/25/2026 ISSUE FOR BID

Z:

\P

R O

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C

TS

\2

6\

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Fr ia r A rc hi te ct s

- N ia nt ic P um p

H ou se s

- R oo f O ve rla ys

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S1

N ia nt ic

_P at ta ga ns et t - R oo f O ve rla y.

dw g, /2 4/

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3:

M

NEW WORK LEGEND REFER TO SHEETS A2.3, A2.4 FOR ROOF

DETAILS & TYPICAL ROOF DETAILS

NEW ROOF, REFER TO TYPICAL ROOF SYSTEM DETAIL /1 A2.3

DS

ROOF DOWNSPOUT. SECURE TO FOOT OF BUILDING DAYLIGHT AT

GRADE

SPLASH BLOCK: BASIS OF DESIGN - 30" PRECAST CONCRETE SPLASH

BLOCK AS MANUFACTURED BY MODERN PRECAST, INC. PROVIDE ROOF

PROTECTION AS REQUIRED BY ROOF SYSTEM MANUFACTURER.

FACE OF BUILDING BELOW

X

A2.X

ROOF DETAIL LOCATION

REFER TO SHEET NO. A2.3, A2.4 FOR ROOF DETAILS

BEV BOX EXHAUST VENT, REFER TO ROOF DETAIL

EV EXHAUST VENT, REFER TO PENETRATION DETAIL /3 A2.3

HV HEAT VENT, REFER TO PENETRATION DETAIL /6 A2.3

SB

PHOTO REFERENCE

/9 A2.3

SLOPE

9.5 / 12

ROOF PITCH DIRECTION

V.I.F.

51'-5 1/2"

V.I.F.

8'-0"

HV

V .I

.F

V .I

.F

DS

NEW DOWNSPOUT, ROUTE

DOWN FACE OF WALL TO DRAIN

NEW DOWNSPOUT, ROUTE

DOWN FACE OF WALL TO DRAIN

SLOPE

9.5/12

SLOPE

9.5/12

SLOPE

9.5/12

SLOPE

9.5/12

EXTENT OF BUILDING

FOOTPRINT BELOW

EXTENT OF BUILDING

FOOTPRINT BELOW

A2.3

A2.3

A2.3

A2.3

A2.3

A2.4

A2.4

A2.4

A2.4

A2.4

A2.4

A2.4

NEW ROOF SYSTEM, REFER

TO TYPICAL DETAILS

NEW ROOF SYSTEM, REFER

TO TYPICAL DETAILS

HV

A2.4

SIM

A2.4

SIM

RIDGE

R

ID

G E

VALL

EY

VALLEY

R

ID

G E

VALL

EYVALLEY

BEV

SBSB

SB

REINSTALL TEMPORARY

REMOVED ANTENNA AS REQ'D

EV

NEW DOWNSPOUT, ROUTE

DOWN FACE OF WALL TO DRAIN

DS

GUTTER SLOPEGUTTER SLOPE

NEW 5" GUTTERS

NEW 5" GUTTER

NEW DOWNSPOUT, ROUTE

DOWN FACE OF WALL TO DRAIN

GUTTER SLOPE

DS

NEW 5" GUTTER

SB

GUTTER SLOPE

DS

V .I

.F

V.I.F.

59'-5 1/2"

S

LO

E

.5

/1

S

LO

/2 A2.1

/4 A2.1

HV EVBEV

SLOPE

9.5/12

SLOPE

9.5/12

SLOPE

9.5/12

2 2

HV, REMOVE PIPE UP TO

BOLTED CONNECTION TO

STAINLESS STEEL, REFER TO

INTERIOR PHOTOGRAPH 2

SLOPE

9.5/12

4S

LO

EXTENT OF BUILDING

FOOTPRINT BELOW

EXTENT OF BUILDING

FOOTPRINT BELOW

RIDGE

R

ID

G E

VALL

EY

VALLEY

R

ID

G E

VALL

EYVALLEY

.5

/1

/2 A2.1

/1 A2.1

TEMPORARY REMOVE EXISTING ANTENNA,

COVER AND STORE ON SITE TO

ACCOMMODATE NEW CONSTRUCTION AND

REINSTALL IN SAME THE LOCATION

REMOVE EXISTING GENERATOR

EXHAUST PIPE UP TO BOLTED

CONNECTION, PROVIDE NEW

STAINLESS STEEL EXAUST PIPE

ABOVE ROOF IN SIMILAR

CONFIGURATION DELEGATED

DESIGN V.I.F.

DEMOLITION KEYNOTES:

REMOVE EXISTING ROOFING SYSTEM DOWN TO STRUCTURAL

DECK, INCLUDING EXISTING SYNTHETIC SLATE SHINGLES, LEAD

COATED COPPER FLASHING AND 30" FELT. REMOVE ASSOCIATED

EDGE METAL AND ROOFING TERMINATIONS UNLESS OTHERWISE

NOTED, REMOVE EXISTING FASCIA BOARDS IN THEIR ENTIRETY.

EXISTING WOOD BLOCKING AND SOFFIT BOARDS TO REMAIN.

SEE HAZARDS MATERIALS REPORT

KEYED INTO PLAN

EXISTING EXHAUST VENT, BOX EXHAUST VENT AND HEAT VENT TO

REMAIN, REMOVE ROOFING SYSTEM AND ASSOCIATED FLASHING

REMOVE EXISTING ALUMINUM GUTTER/DOWNSPOUT AND

ASSOCIATED CLIPS IN IT'S ENTIRETY

3 REMOVE EXISTING VALLEY FLASHING AND RIDGE FLASHING

(NOT USED)

TEMPORARY REMOVE EXISTING ANTENNA, COVER AND STORE

ON SITE TO ACCOMMODATE NEW CONSTRUCTION AND

REINSTALL IN SAME THE LOCATION, REFER TO AND

/3 A2.1 /2 A2.2

1. ANY DEMOLITION WORK ASSOCIATED WITH NEW WORK THAT IS NOT SPECIFICALLY NOTED

ON THIS PLAN SHALL BE THE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR.

2. DEMOLISHED MATERIAL SHALL BE CONSIDERED TO BE THE PROPERTY OF THE CONTRACTOR

AND SHALL BE COMPLETELY REMOVED FROM THE JOB SITE.

3. SHUT OFF, CAP AND OTHERWISE PROTECT EXISTING PUBLIC UTILITY LINES IN ACCORDANCE

WITH THE REQUIREMENTS OF THE PUBLIC AGENCY HAVING JURISDICTION.

4. COMPLETELY REMOVE ITEMS SCHEDULED TO BE SO DEMOLISHED AND REMOVE, LEAVING

SURFACES CLEAN, SOLID AND READY TO RECEIVE NEW MATERIALS AND SPECIFIED

ELSEWHERE.

5. USE MEANS NECESSARY TO PREVENT DUST FROM BECOMING A NUISANCE TO THE USER.

6. THIS DRAWING DOES NOT DEPICT THE FULL EXTENT OF DEMOLITION. ADDITIONAL ITEMS

SCHEDULED FOR DEMOLITION MAY BE FOUND ON OTHER DRAWINGS. GENERAL

CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK WITH ALL PARTIES

INVOLVED.

7. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL NATIONAL, STATE, LOCAL

CODES & ORDINANCES.

8. DEMOLITION CONTRACTOR MUST VERIFY LOCATIONS OF ALL EXISTING STRUCTURAL,

MECHANICAL, PLUMBING & ELECTRICAL ELEMENTS PRIOR TO START OF DEMOLITION.

9. REFER TO ALL DRAWINGS FOR ADDITIONAL INFORMATION.

10. THE DEMOLITION PLANS ARE DIAGRAMMATIC AND INTENDED TO SHOW THE GENERAL

EXTENT OF THE WORK ONLY.

11. THE CONTRACTOR SHALL INCLUDE ALL DEMOLITION WORK REQUIRED TO ACCOMPLISH THE

INTENT OF THE PLANS AND SPECIFICATIONS.

12. ALL DEMOLISHED ITEMS SHALL BE REMOVED FROM BUILDING /SITE UNLESS OTHERWISE

NOTED. COORDINATE WITH OWNER FOR DELIVERY OF ITEMS NOTED TO REMAIN OWNERS

PROPERTY. THE PROJECT SITE/ BUILDING SHALL BE CLEANED OF DEBRIS ON A DAILY BASIS.

GENERAL CONTRACTOR WILL COORDINATE AND INSTRUCT.

13. CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND SUPPORT (TEMPORARY OR

PERMANENT) FOR ALL PORTIONS OF CONSTRUCTION DURING DEMOLITION AND

CONSTRUCTION.

14. ALL ABANDONED MECHANICAL / ELECTRICAL / PLUMBING LINES SHALL BE CAPPED OFF

BEHIND FINISHES, UNLESS OTHERWISE NOTED.

15. GENERAL TRADES CONTRACTOR SHALL SAWCUT ALL MASONRY OR CONCRETE OPENINGS

INDICATED. MASONRY SHALL BE TOOTHED IN AND / OR RETURNED TO FINISHED OPENING.

ALL OPENINGS WHERE EXISTING CONSTRUCTION HAS BEEN REMOVED, AND WHICH ARE NOT

NOTED TO REMAIN, SHALL BE FILLED AND /OR PATCHED TO MATCH THE ADJACENT EXISTING

OR NEW FINISH, INCLUDING ANY FIRE RATINGS REQUIRED.

16. ALL AREAS OF FLOORS, WALLS AND CEILINGS DISTURBED BY DEMOLITION SHALL BE FILLED, PATCHED OR OTHERWISE REFINISHED TO MATCH EXISTING OR NEW FINISH AS DESIGNATED, INCLUDING ALL REQUIRED RATINGS.

17. COORDINATE DEMOLITION EFFORTS WITH ASBESTOS ABATEMENT WORK.

18. EXISTING CONDITIONS SHALL BE STUDIED PRIOR TO BIDDING TO FAMILIARIZE YOURSELF

WITH THE BUILDING AND INTENTIONS OF THE FINAL WORK AND THE REQUIRED

DEMOLITION, INCLUDING ALL MECH., ELECT., PLUMB., TECH., STRUCTURAL AND GENERAL

CONSTRUCTION ITEMS REQUIRING REMOVAL.

19. NO ELECTRICAL, TECHNOLOGY WIRING OR PNEUMATIC LINES ARE TO BE ABANDONED IN

PLACE.

20. REFER TO SPECS FOR CUTTING & PATCHING, AND SELECTIVE DEMOLTION.

GENERAL DEMOLITION NOTES

DEMOLITION LEGEND

ITEMS TO REMAIN

ITEMS TO BE DEMOLISHED

BEV BOX EXHAUST VENT

EV EXHAUST VENT

HEAT VENT

PHOTO REFERENCE

SLOPE

PITCH

ROOF PITCH/DIRECTION

FACE OF BUILDING BELOW

HV

PROGRESS SET

NOT FOR

CONSTRUCTION

SHEET NO.

PROFESSIONAL SEAL

21 Talcott Notch Road

Farmington, CT 06032 friar.com

860.678.1291

CONSULTANT

DATE:

SCALE

PROJ. #:

DRAWN:

CHECKED:

3/24/2026 4:00:58 PM

As indicated

A2.1

ROOF PLANS -

NIANTIC

NIANTIC

141 MAIN ST, NIANTIC

CT 06357

PATTAGANSETT

32A WEST MAIN STREET, NIANTIC

CT 06062

EL

SM

2024-128A

03/25/2026

NIANTIC AND

PATTAGANSETT PUMP

STATIONS ROOF

REPLACEMENT

SCALE: 3/16" = 1'-0"

NEW ROOF PLAN - NIANTIC

SCALE: 3/16" = 1'-0"

DEMO ROOF PLAN - NIANTIC

REVISIONS

NO. DATE DESCRIPTION

03/25/2026 ISSUE FOR BID

SCALE:NTS

ANTENNA PHOTO REFERENCE

SCALE:NTS

INTERIOR PIPE PHOTO REFERENCE

SCALE: 3/4" = 1'-0"

STAINLESS STEEL PIPE REPLACEMENT

SLOPE

9.5/12

SLOPE

9.5/12

SLOPE

9.5/12

EXTENT OF BUILDING

FOOTPRINT BELOW

EXTENT OF BUILDING

FOOTPRINT BELOW

SLOPE

9.5/12

R

ID

G E

R

ID

G E

R

ID

G E

EXISTING EV TO

REMAIN

EXISTING HV

TO REMAIN

EXISTING HV TO

REMAIN

/1 A2.2

SLOPE

9.5/12

SLOPE

9.5/12

SLOPE

9.5/12

EXTENT OF BUILDING FOOTPRINT

BELOW

EXTENT OF BUILDING

FOOTPRINT BELOW

SLOPE

9.5/12

A2.3

A2.3

A2.4

A2.4

NEW ROOF SYSTEM, REFER

TO TYPICAL DETAILS

NEW ROOF SYSTEM, REFER

TO TYPICAL DETAILS

RIDGE

RIDGE

HV

REINSTALL TEMPORARY

REMOVED ANTENNA AS REQ'D

A2.3

R

ID

G E

HV

EV

NEW DOWNSPOUT, ROUTE

DOWN FACE OF WALL TO DRAIN

A2.4

NEW DOWNSPOUT, ROUTE

DOWN FACE OF WALL TO DRAIN

GUTTER SLOPE

NEW 5" GUTTER

GUTTER HIGH POINT

GUTTER SLOPE

NEW DOWNSPOUT, ROUTE

DOWN FACE OF WALL TO DRAIN

DS

SB

DS

SB

DS

GUTTER SLOPE

NEW 5" GUTTER

SB

DS

NEW DOWNSPOUT, ROUTE

DOWN FACE OF WALL TO DRAIN

GUTTER SLOPE

NEW 5" GUTTER

SB

A2.4

DS

DS

NEW DOWNSPOUT, ROUTE DOWN

FACE OF WALL TO DRAIN

G U

T T

E R

S

LO

P E

NEW 5" GUTTER

GUTTER HIGH POINT

G U

T T

E R

S

LO

P E

NEW DOWNSPOUT, ROUTE DOWN

FACE OF WALL TO DRAIN

SB

SB

V.I.F.

26'-4"

V.I.F.

14'-0" V.I.F.

40'-4"

V .I

.F

V .I

.F

V .I

.F

V .I

.F

TEMPORARY REMOVE EXISTING ANTENNA,

COVER AND STORE ON SITE TO

ACCOMMODATE NEW CONSTRUCTION AND

REINSTALL IN SAME THE LOCATION

DEMOLITION KEYNOTES:

REMOVE EXISTING ROOFING SYSTEM DOWN TO STRUCTURAL

DECK, INCLUDING EXISTING SYNTHETIC SLATE SHINGLES, LEAD

COATED COPPER FLASHING AND 30" FELT. REMOVE ASSOCIATED

EDGE METAL AND ROOFING TERMINATIONS UNLESS OTHERWISE

NOTED, REMOVE EXISTING FASCIA BOARDS IN THEIR ENTIRETY.

EXISTING WOOD BLOCKING AND SOFFIT BOARDS TO REMAIN.

SEE HAZARDS MATERIALS REPORT

KEYED INTO PLAN

EXISTING EXHAUST VENT, BOX EXHAUST VENT AND HEAT VENT TO

REMAIN, REMOVE ROOFING SYSTEM AND ASSOCIATED FLASHING

REMOVE EXISTING ALUMINUM GUTTER/DOWNSPOUT AND

ASSOCIATED CLIPS IN IT'S ENTIRETY

3 REMOVE EXISTING VALLEY FLASHING AND RIDGE FLASHING

(NOT USED)

TEMPORARY REMOVE EXISTING ANTENNA, COVER AND STORE

ON SITE TO ACCOMMODATE NEW CONSTRUCTION AND

REINSTALL IN SAME THE LOCATION, REFER TO AND

/3 A2.1 /2 A2.2

1. ANY DEMOLITION WORK ASSOCIATED WITH NEW WORK THAT IS NOT SPECIFICALLY NOTED

ON THIS PLAN SHALL BE THE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR.

2. DEMOLISHED MATERIAL SHALL BE CONSIDERED TO BE THE PROPERTY OF THE CONTRACTOR

AND SHALL BE COMPLETELY REMOVED FROM THE JOB SITE.

3. SHUT OFF, CAP AND OTHERWISE PROTECT EXISTING PUBLIC UTILITY LINES IN ACCORDANCE

WITH THE REQUIREMENTS OF THE PUBLIC AGENCY HAVING JURISDICTION.

4. COMPLETELY REMOVE ITEMS SCHEDULED TO BE SO DEMOLISHED AND REMOVE, LEAVING

SURFACES CLEAN, SOLID AND READY TO RECEIVE NEW MATERIALS AND SPECIFIED

ELSEWHERE.

5. USE MEANS NECESSARY TO PREVENT DUST FROM BECOMING A NUISANCE TO THE USER.

6. THIS DRAWING DOES NOT DEPICT THE FULL EXTENT OF DEMOLITION. ADDITIONAL ITEMS

SCHEDULED FOR DEMOLITION MAY BE FOUND ON OTHER DRAWINGS. GENERAL

CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK WITH ALL PARTIES

INVOLVED.

7. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL NATIONAL, STATE, LOCAL

CODES & ORDINANCES.

8. DEMOLITION CONTRACTOR MUST VERIFY LOCATIONS OF ALL EXISTING STRUCTURAL,

MECHANICAL, PLUMBING & ELECTRICAL ELEMENTS PRIOR TO START OF DEMOLITION.

9. REFER TO ALL DRAWINGS FOR ADDITIONAL INFORMATION.

10. THE DEMOLITION PLANS ARE DIAGRAMMATIC AND INTENDED TO SHOW THE GENERAL

EXTENT OF THE WORK ONLY.

11. THE CONTRACTOR SHALL INCLUDE ALL DEMOLITION WORK REQUIRED TO ACCOMPLISH THE

INTENT OF THE PLANS AND SPECIFICATIONS.

12. ALL DEMOLISHED ITEMS SHALL BE REMOVED FROM BUILDING /SITE UNLESS OTHERWISE

NOTED. COORDINATE WITH OWNER FOR DELIVERY OF ITEMS NOTED TO REMAIN OWNERS

PROPERTY. THE PROJECT SITE/ BUILDING SHALL BE CLEANED OF DEBRIS ON A DAILY BASIS.

GENERAL CONTRACTOR WILL COORDINATE AND INSTRUCT.

13. CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND SUPPORT (TEMPORARY OR

PERMANENT) FOR ALL PORTIONS OF CONSTRUCTION DURING DEMOLITION AND

CONSTRUCTION.

14. ALL ABANDONED MECHANICAL / ELECTRICAL / PLUMBING LINES SHALL BE CAPPED OFF

BEHIND FINISHES, UNLESS OTHERWISE NOTED.

15. GENERAL TRADES CONTRACTOR SHALL SAWCUT ALL MASONRY OR CONCRETE OPENINGS

INDICATED. MASONRY SHALL BE TOOTHED IN AND / OR RETURNED TO FINISHED OPENING.

ALL OPENINGS WHERE EXISTING CONSTRUCTION HAS BEEN REMOVED, AND WHICH ARE NOT

NOTED TO REMAIN, SHALL BE FILLED AND /OR PATCHED TO MATCH THE ADJACENT EXISTING

OR NEW FINISH, INCLUDING ANY FIRE RATINGS REQUIRED.

16. ALL AREAS OF FLOORS, WALLS AND CEILINGS DISTURBED BY DEMOLITION SHALL BE FILLED, PATCHED OR OTHERWISE REFINISHED TO MATCH EXISTING OR NEW FINISH AS DESIGNATED, INCLUDING ALL REQUIRED RATINGS.

17. COORDINATE DEMOLITION EFFORTS WITH ASBESTOS ABATEMENT WORK.

18. EXISTING CONDITIONS SHALL BE STUDIED PRIOR TO BIDDING TO FAMILIARIZE YOURSELF

WITH THE BUILDING AND INTENTIONS OF THE FINAL WORK AND THE REQUIRED

DEMOLITION, INCLUDING ALL MECH., ELECT., PLUMB., TECH., STRUCTURAL AND GENERAL

CONSTRUCTION ITEMS REQUIRING REMOVAL.

19. NO ELECTRICAL, TECHNOLOGY WIRING OR PNEUMATIC LINES ARE TO BE ABANDONED IN

PLACE.

20. REFER TO SPECS FOR CUTTING & PATCHING, AND SELECTIVE DEMOLTION.

GENERAL DEMOLITION NOTES

DEMOLITION LEGEND

ITEMS TO REMAIN

ITEMS TO BE DEMOLISHED

BEV BOX EXHAUST VENT

EV EXHAUST VENT

HEAT VENT

PHOTO REFERENCE

SLOPE

PITCH

ROOF PITCH/DIRECTION

FACE OF BUILDING BELOW

HV

NEW WORK LEGEND REFER TO SHEETS A2.3, A2.4 FOR ROOF

DETAILS & TYPICAL ROOF DETAILS

NEW ROOF, REFER TO TYPICAL ROOF SYSTEM DETAIL /1 A2.3

DS

ROOF DOWNSPOUT. SECURE TO FOOT OF BUILDING DAYLIGHT AT

GRADE

SPLASH BLOCK: BASIS OF DESIGN - 30" PRECAST CONCRETE SPLASH

BLOCK AS MANUFACTURED BY MODERN PRECAST, INC. PROVIDE ROOF

PROTECTION AS REQUIRED BY ROOF SYSTEM MANUFACTURER.

FACE OF BUILDING BELOW

X

A2.X

ROOF DETAIL LOCATION

REFER TO SHEET NO. A2.3, A2.4 FOR ROOF DETAILS

BEV BOX EXHAUST VENT, REFER TO ROOF DETAIL

EV EXHAUST VENT, REFER TO PENETRATION DETAIL /3 A2.3

HV HEAT VENT, REFER TO PENETRATION DETAIL /6 A2.3

SB

PHOTO REFERENCE

/9 A2.3

SLOPE

9.5 / 12

ROOF PITCH DIRECTION

PROGRESS SET

NOT FOR

CONSTRUCTION

SHEET NO.

PROFESSIONAL SEAL

21 Talcott Notch Road

Farmington, CT 06032 friar.com

860.678.1291

CONSULTANT

DATE:

SCALE

PROJ. #:

DRAWN:

CHECKED:

3/24/2026 4:00:58 PM

As indicated

A2.2

ROOF PLANS -

PATTAGANSETT

NIANTIC

141 MAIN ST, NIANTIC

CT 06357

PATTAGANSETT

32A WEST MAIN STREET, NIANTIC

CT 06062

EL

SM

2024-128A

03/25/2026

NIANTIC AND

PATTAGANSETT PUMP

STATIONS ROOF

REPLACEMENT

SCALE: 3/16" = 1'-0"

DEMO ROOF PLAN - PATTAGANSETT

SCALE: 3/16" = 1'-0"

NEW ROOF PLAN - PATTAGANSETT

REVISIONS

NO. DATE DESCRIPTION

03/25/2026 ISSUE FOR BID

SCALE:NTS

ANTENNA PHOTO REFERENCE

EXISTING CONSTRUCTION TO

REMAIN SHOWN SHADED

RIDGE CAP SHINGLE

PREFABRICATED ROOF RIDGE VENT

TYPICAL ROOFING SYSTEM, REFER

TO DETAIL

2" MIN.

/1 A2.3

EXISTING 2" PRECAST CONC. ROOF DECK

PLANKS

4" BASE RIGID INSULATION, STAGGER SEAMS W/

INSULATION ABOVE, PROVIDE EXPANSION FOAM IN

ALL SEAMS BETWEEN INSULATION PANELS

CONTINUOUS SELF ADHERING AIR VAPOR

BARRIER

3" PREFABRICATED VENTED NAILABLE

INSULATION PANEL

5/8" PLYWOOD

1" AIRSPACE

RIGID INSULATION

TYPICAL ASPHALT SHINGLE ASSEMBLY

ASPHALT SHINGLES

SELF ADHERING SHEET UNDERLAYMENT

(ENTIRE ROOF)

SEE ROOF R-VALUES R1.1 FOR CODE

INSULATION REQUIREMENT

Z-PURLIN, REFER TO STRUCTURAL

DRAWINGS FOR FASTENING REQUIREMENTS

SCOPE OF NEW WORK

PIPE PENETRATION THROUGH

ROOF

FULLY SEAL CIRCUMFERENCE, TYPICAL

LAP METAL COLLAR FLASHING

ONTO SURFACE OF SHINGLE

AND SEAL AS RECOMMENDED

BY MFG.

DRAWBAND SET IN

ELASTOMERIC MASTIC, TYPICAL

TYPICAL ROOFING SYSTEM,

REFER TO DETAIL /1 A2.3

BACKER ROD AND SEALANT AT

PIPE PERIMETER, TYPICAL

METAL COLLAR FLASHING

LAP METAL COLLAR FLASHING BELOW

SELF ADHERING SHEET UNDERLAYMENT,

SEAL AS RECOMMENDED BY MFG.

METAL COLLAR FLASHING

5 5/8"

1"

PER M

FR.

PER MFR.

SELF ADHERING SHEET

UNDERLAYMENT FLASHING

ENTIRE ROOF, TYP.

ROOF SHEATHING

9" STARTER STRIP SHINGLE

START FIRST COURSE WITH FULL STRIP

START SECOND COURSE WITH

FULL STRIP MINUS 1/2 TAB

START THIRD COURSE WITH FULL

STRIP MINUS FIRST TAB

METAL DRIP EDGE APPLIED OVER SELF

ADHERING SHEET UNDERLAYMENT AT

RAKE, TYP.

NAILING

METAL DRIP EDGE APPLIED

UNDER SELF ADHERING SHEET

UNDERLAYMENT AT EAVE, TYP.

SELF ADHERING SHEET

UNDERLAYMENT TO THE FULL

ROOF, LAP ALL SEAMS

ROOF SHEATHING VALLEY CENTERLINE

EXTEND SHINGLES 12" PAST

VALLEY CENTERLINE MIN.

NO FASTENERS WITHIN 6"

OF VALLEY CENTERLINE

EXTEND SELF ADHERING SHEET

UNDERLAYMENT UP FACE OF METAL

ROOF CURB TYPICAL AT ALL SIDES

METAL FLASHING TO EXTEND OVER

ROOF SHINGLES

PRE-MANUFACTURED MECHANICAL

CURB

WOOD BLOCKING

RIGID INSULATION

SEALANT, RECOMMENDED BY MFG

STAINLESS STEEL CURB COVER

METAL COLLAR FLASHING, SECURE WITH

DRAWBAND SET IN ELASTOMERIC

MASTIC AND SEAL WITH CONTINUOUS

BEAD OF APPROVED SEALANT

SEALANT, RECOMMENDED BY MFG

PIPE PENETRATION THROUGH ROOF

3/4" FIRE RETARDANT PLYWOOD

TYPICAL ROOFING SYSTEM,

REFER TO DETAIL /1 A2.3

LAP METAL COLLAR FLASHING BELOW

SELF ADHERING SHEET UNDERLAYMENT,

SEAL AS RECOMMENDED BY MFG.

VARIES

V A

R

IE

S

INSECT SCREEN

ASPHALT SHINGLES

METAL VENT COVER AND VENT

STACK

FLANGE LAPPED WITH

SHINGLES

SELF ADHERING SHEET

UNDERLAYMENT

LAP METAL COLLAR

FLASHING BELOW SELF

ADHERING SHEET

UNDERLAYMENT, SEAL AS

RECOMMENDED BY MFG.

12"MAX.

M

IN

SELF ADHERING SHEET UNDERLAYMENT

AT FULL ROOF, FULLY LAP SELF

ADHERING SHEET UNDERLAYMENT @

ROOF EDGE

FASTENERS,

AS NECESSARY

SELF ADHERING SHEET

UNDERLAYMENT

FLASHING 36" MIN. FROM

ROOF EDGE

ASPHALT SHINGLESREPLACE WOOD SHINGLE SIDING

AS REQUIRED FOR NEW METAL

STEP FLASHING, TYPICAL

NEW METAL STEP FLASHING,

TYPICAL, MAINTAIN 8" MIN.

FLASHING HEIGHTS

8"

STEP FLASHING LAP AS REQ'D

SELF ADHERING SHEET

UNDERLAYMENT AT FULL

ROOF, RUN VERTICALLY UP

WALL 8" MIN.

8"

TYPICAL ROOFING SYSTEM,

REFER TO DETAIL /1 A2.3

V A

R

IE

S

VARIES

PROGRESS SET

NOT FOR

CONSTRUCTION

SHEET NO.

PROFESSIONAL SEAL

21 Talcott Notch Road

Farmington, CT 06032 friar.com

860.678.1291

CONSULTANT

DATE:

SCALE

PROJ. #:

DRAWN:

CHECKED:

3/24/2026 4:00:59 PM

As indicated

A2.3

TYPICAL DETAILS

NIANTIC

141 MAIN ST, NIANTIC

CT 06357

PATTAGANSETT

32A WEST MAIN STREET, NIANTIC

CT 06062

EL

SM

2024-128A

03/25/2026

NIANTIC AND

PATTAGANSETT PUMP

STATIONS ROOF

REPLACEMENT

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

RIDGE VENT DETAIL

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

TYPICAL ROOF SYSTEM

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

FLASHING AXONOMETRIC DETAIL

REVISIONS

NO. DATE DESCRIPTION

03/25/2026 ISSUE FOR BID

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

EXHAUST VENT PIPE PENETRATION DETAIL

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

FLASHING AXONOMETRIC DETAIL

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

TYPICAL WOVEN VALLEY DETAIL

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

HEAT VENT CURB DETAIL

SCALE: 3" = 1'-0"

BOX EXHAUST VENT DETAIL

SCALE: 1" = 1'-0"

STEP FLASHING DETAIL

EXISTING CONSTRUCTION TO

REMAIN SHOWN SHADED

3/4" CELLULAR PVC TRIM

PREFABRICATED EAVE VENT

FORMED 5" METAL GUTTER,

DOWNSPOUT, AND BRACKETS, REFER

TO ROOF PLAN FOR LOCATIONS

WOOD BLOCKING, TYPICAL AT ROOF

EDGE

TYPICAL ROOFING SYSTEM, REFER

TO DETAIL

METAL DRIP EDGE, LAP UNDER SELF

ADHERING SHEET UNDERLAYMENT

AT EAVE

/1 A2.3

/2

/4

3/4" CDX GRADE PLYWOOD

M

IN

3 3/4" 1 1/2"

1/2" M

IN.

1/

2" M

IN

1X WOOD BLOCKING AS REQUIRED

ATTACHMENT OF FACIAL

NEW WOOD BLOCKING MATCH

EXISTING V.I.F.

METAL DRIP EDGE, LAP UNDER

SELF ADHERING SHEET

UNDERLAYMENT AT EAVE

PREFABRICATED EAVE VENT

FORMED 5" METAL GUTTER,

DOWNSPOUT, AND BRACKETS,

REFER TO ROOF PLAN FOR

LOCATIONS

3/4" CELLULAR PVC TRIM

WOOD BLOCKING, TYPICAL AT

ROOF EDGE

3/4" CELLULAR PVC TRIM

EXISTING CONSTRUCTION TO

REMAIN SHOWN SHADED

TYPICAL ROOFING SYSTEM,

REFER TO DETAIL

M

IN

3/4" CDX GRADE PLYWOOD

/1 A2.3

/4

/2

1 1/2" 3 3/4"

1 1/2" M

IN

.1

1/2

" M

IN

1X WOOD BLOCKING AS

REQUIRED ATTACHMENT OF

FACIAL

NEW WOOD BLOCKING MATCH

EXISTING V.I.F.

FORMED 5" WIDE METAL

GUTTER, DOWNSPOUT, AND

BRACKETS, REFER TO ROOF

PLAN FOR LOCATIONS

WOOD BLOCKING, TYPICAL

AT ROOF EDGE

3/4" CELLULAR PVC TRIM

EXISTING CONSTRUCTION

TO REMAIN SHOWN SHADED

TYPICAL ROOFING SYSTEM,

REFER TO DETAIL

METAL DRIP EDGE, LAP

UNDER SELF ADHERING SHEET

UNDERLAYMENT AT EAVE

3/4" CELLULAR PVC TRIM

1/2 " M

IN

PREFABRICATED EAVE VENT

3/4" CDX GRADE PLYWOOD

/1 A2.3

M

IN

1 1/2" M

IN

1 1/2" 3 3/4"

/4

/4

/4

NEW WOOD BLOCKING

MATCH EXISTING V.I.F.

1X WOOD BLOCKING AS

REQUIRED ATTACHMENT OF

FACIAL

EXISTING CONSTRUCTION TO

REMAIN SHOWN SHADED

3/4" CELLULAR PVC TRIM

WOOD BLOCKING, TYPICAL

AT ROOF EDGE

METAL DRIP EDGE, LAP OVER

SELF ADHERING SHEET

UNDERLAYMENT AT RAKE

TYPICAL ROOFING SYSTEM,

REFER TO DETAIL /1 A2.3

/1 A2.3

EXISTING CONSTRUCTION TO REMAIN

SHOWN SHADED

TYPICAL ROOFING SYSTEM, REFER

TO DETAIL

CONTINUOUS BEAD OF SEALANT

M

IN

METAL FLASHING, MAINTAIN 8"

MINIMUM FLASHING DISTANCE UNLESS

OTHERWISE NOTED

LAP FLASHING ONTO SHINGLE SURFACE

AND ADHERE WITH ROOFING CEMENT

SAW CUT NEW REGLET INTO

MASONRY GROUT AS REQUIRED

REFER TO TYPICAL FLASHING DETAILS

/5 A2.3 /5 A2.4

AT SIDE WALL, EXTEND FLASHING

TO UNDERSIDE OF SOFFIT AND

SEAL WITH CONTINUOUS BEAD OF

APPROVED SEALANT

AT HEADWALL EXTEND FLASHING

TO BROWNSTONE MORTAR JOINT

AND CUT NEW REGLET TO

TERMINATE FLASHING

3/4" CELLULAR PVC TRIM

METAL DRIP EDGE, LAP OVER SELF

ADHERING SHEET UNDERLAYMENT

AT RAKE

WOOD BLOCKING, TYPICAL AT

ROOF EDGE

EXISTING CONSTRUCTION TO

REMAIN SHOWN SHADED

TYPICAL ROOFING SYSTEM,

REFER TO DETAIL /1 A2.3

M

IN

1 1/2"

PROGRESS SET

NOT FOR

CONSTRUCTION

SHEET NO.

PROFESSIONAL SEAL

21 Talcott Notch Road

Farmington, CT 06032 friar.com

860.678.1291

CONSULTANT

DATE:

SCALE

PROJ. #:

DRAWN:

CHECKED:

3/24/2026 4:01:00 PM

As indicated

A2.4

NIANTIC AND

PATTAGANSETT

ROOF DETAILS

NIANTIC

141 MAIN ST, NIANTIC

CT 06357

PATTAGANSETT

32A WEST MAIN STREET, NIANTIC

CT 06062

EL

SM

2024-128A

03/25/2026

NIANTIC AND

PATTAGANSETT PUMP

STATIONS ROOF

REPLACEMENT

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

TYPICAL EAVE EDGE DETAIL (STONE)

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

TYPICAL EAVE EDGE DETAIL (BRICK)

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

TYPICAL EAVE EDGE DETAIL (SHINGLE)

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

TYPICAL RAKE EDGE DETAIL (SHINGLE)

REVISIONS

NO. DATE DESCRIPTION

03/25/2026 ISSUE FOR BID

PATTAGANSETT ROOF DETAILS

NIANTIC ROOF DETAILS

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

BASE TIE IN DETAIL @ MASONRY WALL

SCALE: NTS

FLASHING DIAGRAM

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

TYPICAL RAKE EDGE DETAIL

SCALE: NTS

FLASHING DIAGRAM

REMOVE AND REINSTALL EXISTING CEDAR

SHAKE SIDING AS REQUIRED TO INSTALL

NEW STEP FLASHING PER TYPICAL DETAILS

TYPICAL OF (2) CONDITIONS