2025-11-20 Addendum 3 drawings.pdf.crdownload

EARTH

INSULATION - RIGID

CONCRETE

CONCRETE BLOCK

BRICK

SAND

WOOD - ROUGH

WOOD - FINISH

PLYWOOD

METAL

PARTICLE BOARD

INSULATION - BATT

GYPSUM

GRAVEL

STONE

MATERIALS_________

A

BUILDING SECTION

LOCATION ON SHEET

SHEET NUMBER

DOOR TAG101

LEVEL

A101

SIM

A4.1

G1

A7.1

B1

A101

SIM

A101

SIM WALL SECTION

LOCATION ON SHEET

SHEET NUMBER

DETAIL

LOCATION ON SHEET

SHEET NUMBER

WINDOW TAG

EXTERIOR ELEVATION

LOCATION ON SHEET

SHEET NUMBER

INTERIOR ELEVATION

LOCATION ON SHEET

SHEET NUMBER

SPOT ELEVATION

NORTH ARROW

109 EXISTING CONTOUR

109 NEW CONTOUR

1 REVISION

DETAIL

LOCATION ON SHEET

SHEET NUMBERA101

SIM

SYMBOLS_________________

ABBREVIATIONS

@ At & And " Inch, Inches ' Foot, Feet # Number or Pound

ABV Above AC Air Conditioning ACOUST Acoustic, Acoustical ACPL Acoustical Plaster ADA Americans with Disabilities Act ADD Addendum ADP Alan D. Paradis, RA AFF Above Finished Floor AHJ Authorities Having Juistiction AIA American Institute of Architects AIEE American Institute of Electrical Engineers AISC American Institute of Steel Construction ALUM Aluminum ANN Annunciator ANOD Anodized AP Access Panel APPROX Approximately ARCH Architect, Architectural ASCE American Society of Civil Engineers ASME American Society of Mechanical Engineers ASPH Asphalt ASTM American Society for Testing and Materials AT Acoustical Tile AT CLNG Acoustical Ceiling, Acoustical Tile Ceiling AUTO Automatic AVG Average

BAS Building Alarm System BD Board BEL Below BIT Bituminous BO Bottom Of BOT Bottom BRZ Bronze BRS Brass BSMT Basement BTU British Thermal Units BTUH British Thermal Units per Hour BTWN Between

C TO C Center to Center CAB Cabinet CAD Computer-Aided Drafting CB Catch Basin CBLK Concrete Block CCTV Closed Circuit Television CCW Counter Clockwise CEM Cement CFM Cubic Feet per Minute CFL Compact Fluorescent CFS Cubic Feet per Second CFT Cubic Foot CHJ Caleb H. Jacobsen CIRC Circumference CJ Control Joint CL Centerline CLEAR Clear Poly-Urethane Finish - Gloss CLL Contract Limit Line CLOS Closet CLNG Ceiling CMU Concrete Masonry Unit COAX Coaxial COL Column CONC Concrete CONST Construction CONT Continuous CONTR Contractor COP Copper CORR Corridor CPT Carpet CS Countersink, Countersunk CT Connecticut CU Cubic CUH Cabinet Unit Heater CW Clockwise CYD Cubic Yard CYL Cylinder

D Drain DB Dark Bronze DC Direct Current DEG Degree DEMO Demolish, Demolition DEPT Department DF Drinking Fountain DH Double Hung DIA Diameter DIAG Diagonal DIFF Diffuser, Diffused DIM Dimension DISL Disposal DISP Dispenser DIV Division DL Dead Load DN Down DP Dampproofing DPR Damper DR Door DS Downspout DSP Dry Standpipe DT Drain Tile DW Dishwasher DWG Drawing DWR Drawer

E East EA Each EIFS Exterior Insulation and Finish System EJ Expansion Joint EL Elevation ELEC Electrical ELEV Elevator, Elevation ELP Emergency Lighting Panel EMER Emergency ENTR Entrance EP Electrical Panel EPDM Ethylene Propylene Diene Monomer EQ Equal EQUIP Equipment EWH Electrical Water Heater EXC Excavate EXG Existing EXH Exhaust EXIST Existing EXP Expansion, Exposed EXT Exterior

F Fahrenheit FA Fire Alarm FAB Fabricate FACP Fire Alarm Control Panel FAG Fire Alarm Gong FAR Floor Area Ratio FBD Fiberboard FC Foot Candle FCAB Filing Cabinet FD Floor Drain FDC Fire Department Connection FDN Foundation FE Fire Extinguisher FEC Fire Extinguisher Cabinet FF&E Fixtures, Furnishings, & Equipment FFE Finished Floor Elevation FGL Fiberglass FHC Fire Hose Cabinet FHR Fire Hose Rack FHS Fire Hose Station FIN Finish FIX Fixture FL Floor FLEX Flexible FM Fire Main FOC Face of Concrete FOF Face of Finish FOS Face of Stud FP Fireproof FPL Fireplace FR Fire Retardent FRGL Fire Rated Glazing FRAME Exposed Framing FT Foot, Feet FTG Footing FURN Furnish, Furniture FVC Fire Calve Cabinet

G Gas GA Gauge GALV Galvanized GC General Contractor GEN General GFI Ground Fault Interuppted GFRC Glass Fiber Reinforced Concrete GL Glass/Glazing GRAN Granite GYP Gypsum GWB Gypsum Wallboard

HB Hose Bibb HC Handicapped HDWR Hardware HDWD Hardwood HL Hydrant Ling HM Hollow Metal HORIZ Horizontal HPW High Pressure Sodium HR Hour Rating HT Height HTR Heater HV High Voltage HVAC Heating, Ventilating, & Air Conditioning HW Hot Water

ID Inside Diameter IN Inch INCAND Incandescent INFO Information INSUL Insulation INT Interior IW Indirect Waste

JAN Janitor JBOX Junction Box JC Janitor's Closet JT Joint

KP Kickplate KW Kilowatt KWH Kilowatt Hour

LA Landscape Architect LAD Ladder LAM Laminate, Laminated LAV Lavatory LB Pound (weight) LCD Liquid Crystal Diode LH Left Hand LIN Linoleum LJW Leonard J. Wyeth, AIA LL Live Load LTG Lighting LWC Light Weight Concrete

MACH Machine MAINT Maintenance MAS Masonry MATL Material MAX Maximum ME Mechanical Engineer MED CAB Medicine Cabinet MEP Mechanical, Electrical, Plumbng MH Manhole MIN Minimum MIR Mirror MISC Miscellaneous MO Masonry Opening MR GWB Moisture Resistant Gypsum Wallboard MTL Metal MTLC Metal Clad

N North NAT Natural NEC Natural Electric Code NFWH Non-Freeze Water Hydrant NAT FIN Natural Finish NI Nickel NIC Not in Contract NO Number NOM Nominal NR Noise Reduction NTS Not to Scale

OC On Center OD Outside Diameter OFF Office OH Overhead OHDR Overhead Door OPP Opposite OVFL Overflow OW Open Waste

PARTN Partition PBD Particle Board PL Property Line PLAM Plastic Laminate PLAS Plaster PLYWD Plywood PNL Panel PNT Paint, Painted PREFAB Prefabricated PSF Pounds per Square Foor PSI Pounds per Square Inch PTD Paper Towel Dispenser PTD/R Combination Paper Towel Dispenser/Receptacle PTR Paper Towel Receptacle

QTY Quantity QT Quarry Tile

R Riser, Radius RB Rubber Base RCP Reflected Ceiling Plan RD Roof Drain REBAR Reinforcing Bar REF Refrigerator REM Remove REQD Required REV Reverse RF Roof RH Right Hand RM Room RO Rough Opening ROW Right of Way RUB Rubber RT Runner Tile RWC Rain Water Conductor RWL Rain Water Leader

S South S&M Surfaced & Matched S&S Stained & Sealed S&V Stain & Varnish SAN Sanitary SC Solid Core SCD Seat Cover Dispenser SCHED Schedule SCR Screen SCW Solid Core Wood SD Soap Dispenser SDH Sara D. Holmes, AIA SE Structural Engineer SF Square Foot SFGL Safety Glass SIM Similar SND Sanitary Napkin Dispenser SPEC Specification SPK Speaker SPP Skim Coat Plaster Panted SS Solid Surface SSTL Stainless Steel ST Stone STL Steel STN Stain(ed) STO Storage STRUC Structure, Structural STW Storm Water SUSP Suspended SWBD Switchboard SY Square Yard SYM Symmetrical

T Tread, Thermostat T&B Top and Bottom T&G Tongue and Groove TBD To Be Determined by Architect TD Trench Drain TEL Telphone TER Terazzo TGL Tempered Glass TH Thermostat TO Top Of TOS Top of Steel TOSL Top of Slab TOW Top of Wall TPD Toilet Paper Dispenser TPTN Toilet Partition TR Tread TRAV Travertine TV Television TYP Typical

UL Underwriters' Laboratories UNO Unless Noted Otherwise USGBC United States Green Building Council

VAR Varnish VB Vapor Barrier VCT Vinyl Compsition Tile VIF Verify in Field VNR Veneer VP Vapor Proof VR Vapor Retarder VRM Vermiculite VS Victoria Su, AIA VCT Vinyl Composition Tile

W West W/ With W/O Without WA Wyeth Architects, LLC WB Wood Base WC Water Closet WD Wood WGL Wired Glass WIN Window WOM Walk-Off Mat WP Waterproof, Weatherproof WPT Working Point WR Water Resistant WS Weatherstripping, Water Stop WDVR Wood Veneer

X GWB Fire-X 5/8" GWB - 2 Layers

1. Perform construction work per Division 1 requirements.

2. Do not scale the drawings. Use dimensions, alignments and notes on the drawing to Locate all elements of construction. Verify that all layouts and alignments fit before beginning construction. Where alignments are required, alignments take precedent over dimensions.r

3. Report any errors, inaccuracies, misalignments, conflicts or missing dimensions to the architect before beginning the work. All communications are to be documented.

4. All work is to comply with applicable State and local codes.

5. Strictly adhere to manufacturer’s written installation and handling instructions and recommendations.

6. Review the intended fire and health-safety code compliance requirements with the architects before beginning work. Plan for fire-resistance ratings to fully encompass the rated spaces. This includes floors and ceilings.

7. Coordinate blocking for all listed and/or drawn items. This includes coordination with furniture and equipment supplied by the Owner.

8. Confirm all Contract Limit Lines in the field. Coordinate with the Owner and the architect: site access, parking, protection, staging and landscape elements to remain.

9. Provide all necessary barriers to protect the site and construction from unauthorized visitors.

10. Verify the locations of existing construction, utilities, site improvements and landscaping elements to remain. Notify the architect of any potential conflicts before beginning work.

11. Coordinate with the Owner and the Town the disposal of unwanted materials. Dispose of all waste materials offsite in a legal manner.

12. Dimensions in the Contract Documents are to rough frame unless noted otherwise.

13. All existing work affected by new construction is to be patched, repaired, cleaned and finished as required to match the quality standards of the new work.

14. Electronic media make it easy to create smaller or larger copies of the graphic Construction Documents. This renders written scales unreliable. The Drawing format is 24” x 36”. Scale references are set to that format only. The GC is responsible to coordinate proper document reproduction scales.

DEFINITIONS - See Division 1 of the Project Manual for more detail:

Furnish Supply and deliver to the Project site, ready for unpacking, assembly, installation and similar operations.

Install Operations at the Project site including the unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and similar operations.

Provide Furnish and install.

Or approved equal Means: approved by the Architect.

GENERAL NOTES__________________________ ________________________________________

Contract Date

Drawn by

Checked by

Revisions & Notes

Code

Structural

MEP

Scale

Salamone & Associates, P.C.

116 North Plains Industrial Road Wallingford, CT 06492 P: 203 281 6895 F: 203 287 8728 W: salamoneassoc.com

Morrissey Engineering, LLC 58 Essex Street Deep River, CT 06417 P: 860 532 0312 W: morrisseyengineers.com

Sparc Fire Protection Engineering P: 203 391 6633, 212 392 5868 W: sparcfp.com

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G Issue Date

L I N E W I L L M E A S U R E 0' - 4" A T F U L L S C A L E

Civil

SLR International Corporation 99 Realty Drive Cheshire, CT 06037 P: 203 271 1773 W: slrconsulting.com

/2 /2

:2 :1

P

M

As indicated

T1

TITLE SHEET

K e n t

M e m o ri a l L ib ra ry

11/1/21

SDH

LJW

N o rt h M a in

S tr e e t, K e n t, C

T

10/15/25

DRAWING LIST________________________________________________________________________________

Sheet Number Sheet Name Revision

General

T1 TITLE SHEET 1

T2 LIFE SAFETY

Civil

C1.01 EXISTING CONDITIONS

C1.02 SITE LAYOUT

C1.03 GRADING & UTILITIES

C1.04 SEDIMENTATION & EROSION

CONTROLS

C1.05 SITE DETAILS

C1.06 SITE DETAILS

C1.07 SITE DETAILS

C1.08 SITE DETAILS

Architectural Site

AS0.1 SITE PLAN

AS1.0 SITE DETAILS

Architectural

D1.1 FIRST FLOOR AND SITE DEMOLITION

PLAN

D1.2 SECOND FLOOR AND ROOF

DEMOLITION

D3.1 DEMOLITION ELEVATIONS 1

Architectural

A1.0 BASEMENT AND FOUNDATION PLAN 1

A1.1 FIRST FLOOR PLAN OVERALL 1

A1.1A FIRST FLOOR PLAN - NORTH 1

A1.1B FIRST FLOOR PLAN - SOUTH 1

A1.2 SECOND FLOOR PLAN COMMUNITY

ROOM

A1.3 ROOF PLAN 1

A2.1A REFLECTED CEILING PLAN - NORTH 1

A2.1B REFLECTED CEILING PLAN - SOUTH 1

A2.2 FIREHOUSE SECOND FLOOR RCP 1

A3.1 EXTERIOR ELEVATIONS 1

A3.2 EXTERIOR ELEVATIONS 2

A3.3 ORIGINAL HISTORIC LIBRARY

ELEVATIONS

A3.4 LIBRARY ADDITIONS ELEVATIONS

A3.5 CONNECTOR ELEVATIONS

A3.6 FIREHOUSE ELEVATIONS SOUTH &

WEST

A3.7 FIREHOUSE ELEVATIONS NORTH &

EAST

A4.1 LIBRARY BUILDING SECTIONS

A4.2 LIBRARY BUILDING SECTIONS

A4.3 CONNECTOR BUILDING SECTIONS

A4.4 FIREHOUSE AND TOWER BUILDING

SECTIONS

A5.1 WALL SECTIONS - 1994 & 1958

ADDITIONS

A5.2 WALL SECTIONS - FIREHOUSE

A5.3 WALL SECTIONS - CONNECTOR 1

A5.4 SECTION DETAILS - CONNECTOR

A5.5 PLAN DETAILS - CONNECTOR 1

A5.6 MECHANICAL SHAFT 1

A5.7 ROOF DETAILS - EXG LIBRARY AND

GENERAL

A5.8 ROOF DETAILS - CONNECTOR 1

A5.9 EXTERIOR DETAILS 1

KENT MEMORIAL LIBRARY

Kent, Connecticut

Sheet Number Sheet Name Revision

A6.1 ENLARGED BATHROOM PLANS

A6.1 ALT3 CERAMIC TILE

A6.2 ENLARGED BATHROOM PLANS

A6.2 ALT3 CERAMIC TILE

A6.3 ELEVATOR

A6.4 FIRE ESCAPE DETAILS

A7.1 INTERIOR ELEVATIONS - READING

ROOM

A7.2 INTERIOR ELEVATIONS LOBBY &

VESTIBULE

A7.3 INTERIOR ELEVATIONS CIRCULATION 1

A7.4 INTERIOR ELEVATIONS COMMONS &

MEETING ROOMS

A7.5 INTERIOR ELEVATIONS OFFICE AREAS

A7.6 INTERIOR ELEVATIONS CHILDRENS

ROOMS

A7.7 INTERIOR ELEVATIONS FIREHOUSE

LOWER LEVEL

A7.8 INTERIOR ELEVATIONS FIREHOUSE

COMMUNITY ROOM

A8.1 INTERIOR DETAILS 1

A8.2 LOBBY STAIR 2

A8.3 LOBBY STAIR 2

A8.4 COMMUNITY ROOM DETAILS 1

A9.1 MILLWORK - CIRCULATION DESK

A9.2 MILLWORK DETAILS 1

A10.1 ROOM FINISH SCHEDULE 1

A10.2 DOOR SCHEDULE & TYPES

A10.3 WINDOW SCHEDULES 1

A10.4 WINDOW SCHEDULE - ALUMINUM 1

A10.5 ALUMINUM WINDOWS & WINDOW WALL 1

A11.1A FIRST FLOOR DIMENSION PLAN -

NORTH

A11.1B FIRST FLOOR DIMENSION PLAN -

SOUTH

A11.2 SECOND FLOOR DIMENSION PLAN

SK PROPOSED LOBBY RATING

Structural

S1.0 GENERAL NOTES

S1.1 FOUNDATION AND FIRST FLOOR PLAN

S1.2 SECOND FLOOR FRAMING PLAN

S1.3 ROOF FRAMING PLAN

S2.1 TYPICAL DETAILS

S2.2 TYPICAL DETAILS

S3.1 SECTIONS

S3.2 SECTIONS

S3.3 SECTIONS

S3.4 SECTIONS

Sheet Number Sheet Name Revision

Mechanical

M0.1 FIRST FLOOR MECHANICAL

DEMOLITION PLANS

M0.2 BASEMENT AND SECOND FLOOR

MECHANICAL DEMOLITION PLANS

M1.1 FIRST FLOOR MECHANICAL PLAN

M1.2 BASEMENT AND SECOND FLOOR

MECHANICAL PLANS

M2.1 MECHANICAL DETAILS AND DIAGRAMS

M3.1 MECHANICAL SCHEDULES, NOTES,

SYMBOLS AND ABBREVIATIONS

Electrical

E0.1 FIRST FLOOR ELECTRICAL DEMOLITION

PLAN

E0.2 BASEMENT / SECOND FLOOR / ATTIC

SPACE ELECTRICAL DEMOLITION PLAN

E1.1 FIRST FLOOR ELECTRICAL PLAN

E1.2 BASEMENT AND SECOND FLOOR

ELECTRICAL PLAN

E2.1 FIRST FLOOR LIGHTING PLAN 1

E2.2 BASEMENT AND SECOND FLOOR

LIGHTING PLANS

E3.1 FIRST FLOOR FIRE ALARM PLAN

E3.2 BASEMENT AND SECOND FLOOR FIRE

ALARM PLANS

E4.1 ELECTRICAL PANELBOARD SCHEDULES 1

E5.1 ELECTRICAL RISER DIAGRAMS

E6.1 ELECTRICAL DETAILS

E7.1 ELECTRICAL SCHEDULES, SYMBOLS,

NOTES, AND ABBREVIATIONS

SE1.1 ELECTRICAL SITE PLAN

Plumbing

P0.1 FIRST FLOOR PLUMBING DEMOLITION

PLANS

P0.2 BASEMENT AND SECOND FLOOR

PLUMBING DEMOLITION PLANS

P1.1 FIRST FLOOR PLUMBING DOMESTIC

WATER PLAN

P1.2 BASEMENT AND SECOND FLOOR

PLUMBING AND DOMESTIC WATER

PLANS

P2.1 FIRST FLOOR PLUMBING SANITARY

AND VENT PLAN

P2.2 BASEMENT AND SECOND FLOOR

PLUMBING SANINTARY AND VENT

PLANS

P3.1 PLUMBING SCHEDULES, SYMBOLS,

NOTES, AND ABBREVIATIONS

Fire Protection

FP1.1 FIRST FLOOR FIRE PROTECTION PLAN

FP1.2 BASEMENT AND SECOND FLOOR FIRE

PROTECTION PLAN

FP2.1 FIRE PROTECTION NOTES AND DETAILS

No. Description Date

1 Revision 1 11/12/25

D3.1 F1

D3.1D1

D3.1 B1

D3.1

D5

D3.1

B5

D3.1

G5

D3.1

F5

D3.1G1

CHANNEL EXISTING

SLAB ON GRADE AS

REQUIRED FOR NE

PLUMBING.

PROTECT

EXISTING

RESTAURANT SIGN

AND STREET

SIGNS TO REMAIN

REMOVE BUSHES

SAVE EXISTING

LIBRARY SIGN

DISPOSE OF

POST

REMOVE

EXISTING

SLATE PAVING

AND BASE -

STORE FOR

REUSE

PROTECT

EXISTING PAD

AND RAILS

PROTECT EXISTING

CONCRETE SIDEWALK

AND CURB FROM ANY

DAMAGE TYP.

M A

IN

S

T R

E E

T

EXISTING VILLAGER

RESTAURANT

EXISTING ASPHALT TO

REMAIN FOR STAGING

DURING CONSTRUCTION,

AS NEEDED.

ASPHALT TO BE REMOVED

FOR FINAL SITE

TREATMENTS

REMOVE STOOP, RAILS,

AND PAD + BASE

PROTECT

EXISTING

MILLWORK AND

FINISHES TYP.

PROTECT EXISTING

STONE AND PLAQUE

TO REMAIN

PROTECT EXISTING

FLAGPOLE AND

LIGHTS TO REMAIN

PROECT EXISTING

CHARGING STATION

TO REMAIN

LIBRARY AVE.

NOTE:

EXISTING STRUCTURE TO

REMAIN EXCEPT AS

NOTED. COORDINATE

WITH STRUCTURAL DOCS.

SAVE AND

PROTECT 1951

CORNER STONE

REMOVE

EXISTING

CONCRETE

APRON

REMOVE ALL

BRICK VENEER

BOTH FLOORS

TYP.

REMOVE EXISTING

FIRE STAIR + PADS

AND WALKS

NOTES:

1. COORDINATE WITH STRUCTURAL AND MEP DEMO.

2. "REMOVE" = REMOVE AND DISPOSE OF PROPERLY UNLESS NOTED

OTHERWISE

3. DOORS AND WINDOWS WITH ROT ARE TO BE REMOVED IN THEIR

ENTIRETY BRACE OPENINGS AS REQUIRED

4. ALUMINUM AND VINYL SIDING TO BE REMOVED ENTIRELY

5. BUILDING ATTACHMENTS ARE TO BE CAREFULLY REMOVED TO NOT

INCREASE EXISTING DAMAGE TO THE SUBSTRATE

6. SEE DEMOLITION ELEVATIONS - SHEET D3.1 - FOR MORE DETAIL.

PROPERTY LINE AND

CONTRACT LIMIT LINE

REMOVE EXISTING SPLIT RAIL

FENCE TYP.

REMOVE EXISTING CHAIN LINK

FENCE TYP.

C

D

B

REMOVE

EXISTING

BITUM PAVING

AND SUBBASE

REMOVE PAD

AND BASE

A

SEE D1.1 FOR

BASEMENT

APPROX.

LOCATION OF

TANK REMOVAL

REMOVE

EXISTING TO REMAIN

DEMOLISH

PHASE LEGEND

Contract Date

Drawn by

Checked by

Revisions & Notes

Code

Structural

MEP

Scale

Salamone & Associates, P.C.

116 North Plains Industrial Road Wallingford, CT 06492 P: 203 281 6895 F: 203 287 8728 W: salamoneassoc.com

Morrissey Engineering, LLC 58 Essex Street Deep River, CT 06417 P: 860 532 0312 W: morrisseyengineers.com

Sparc Fire Protection Engineering P: 203 391 6633, 212 392 5868 W: sparcfp.com

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G Issue Date

L I N E W I L L M E A S U R E 0' - 4" A T F U L L S C A L E

Civil

SLR International Corporation 99 Realty Drive Cheshire, CT 06037 P: 203 271 1773 W: slrconsulting.com

/2 /2

:2 :2

P

M

1/8" = 1'-0"

D1.1

FIRST FLOOR

AND SITE

DEMOLITION

PLAN

K e n t

M e m o ri a l L ib ra ry

11/1/21

ADP

LJW

N o rt h M a in

S tr e e t, K e n t, C

T

10/15/25

1/8" = 1'-0" G1

DEMO 1a First Floor

0 4 8 16

PROJECT

No. Description Date

1 Revision 1 11/12/25

02.Library Second 9' - 3"

NEW Level 1 FF 0' - 2 3/4"

PROTECT EXISTING ORIGINAL LIBRARY.

EVERYTHING TO REMAIN EXCEPT

SCOPE SPECIFICALLY IDENTIFIED TO BE

DEMOLISHED

REMOVE

EXISTING

PORTICO

02.Library Second 9' - 3"

NEW Level 1 FF 0' - 2 3/4"

FRAME IN EXISTING WINDOWS AND DOORS

SHOWN TO BE FILLED AND SHEATHED

REMOVE

EXISTING

PORTICO

02.Library Second 9' - 3"

NEW Level 1 FF 0' - 2 3/4"

REMOVE SHINGLES, UNDERLAYMENT, FLASHINGS THIS SIDE

TO SHEATHING

EXISTING SLATE ROOF TO

REMAIN, THIS SIDE ONLY

REMOVE SHINGLES,

UNDERLAYMENT TO

SHEATHING

DEMO

REMOVE

HEAT PUMP

LINES

REMOVE WALL

MOUNTED

EQUIPMENT

CARFULLY

PROTECT

EXISTING BRICK

TYP.

REMOVE HEAT PUMP AND

METAL CONNECTIONS

REMOVE SILLCOCK

REMOVE OIL FILL

NOTE: PREP WALL FOR BRICK REPAIR OF HOLES / DAMAGE AT ALL EXISTING PENETRATIONS

CLEAN EXISTING BRICK

AS NEEDED FOR

UNIFORM APPEARANCE

REMOVE BRICK

NEW Level 1 FF 0' - 2 3/4"

REMOVE WINDOWS AND FRAMES

02b.Firehouse Second

12' - 5 1/2"

NEW Level 1 FF 0' - 2 3/4"

DEMOLISH EXISTING DOOR

& FRAME, PREPARE

OPENING FOR NEW DOOR

IN EXISTING OPENING

REMOVE SHINGLES, UNDERLAYMENT,

FLASHINGS TO STRUCTURAL SHEATHING,

STRUCTURE TO REMAIN

DEMOLISH ROOF AND ROOF FRAMING COMPLETE.

DEMOLISH OVERHANG -

COMPLETE

DEMOLISH FIRE ESCAPE -

COMPLETE

DEMOLISH CHIMNEY -

COMPLETE

REMOVE EXISTING VENEER

02.Library Second 9' - 3"

NEW Level 1 FF 0' - 2 3/4"

REMOVE EXISTING

WINDOWS, TRIM, FLASHING,

COMPLETE, TYPICAL

REMOVE AND PREP

OPENINGS FOR NEW

WINDOWS, TYPICAL

REMOVE ROOF COVERING,

COMPLETE TO STRUCTURAL

SHEATHING, TYPICAL

DEMOLISH GUTTERS &

DOWNSPOUTS,

COMPLETE

PROTECT

EXISTING

CHIMNEY

02b.Firehouse Second

12' - 5 1/2"

NEW Level 1 FF 0' - 2 3/4"

DEMOLISH WINDOWS -

COMPLETE

DEMOLISH ROOOF OVERHANG -

COMPLETE.

INFILL PENETRATIONS OF

STRUCTURAL FRAMING MEMBERS

WITH CONSTRUCTION TO MATCH TO

PROVIDE SOLID, CONTINUOUS

SUBSTRATE FOR ATTACHMENT OF

NEW THERMAL AND FINISH ENVELOPE.

DEMOLISH OVERHEAD DOORS

& FRAMES - COMPLETE

DEMOLISH FIRE ESCAPE, RAILINGS,

FOOTINGS, PADS - COMPLETE

REMOVE BRICK VENEER

DEMOLISH ROOF AND

STRUCTURE - COMPLETE.

HIGH ROOF ONLY

REMOVE ALL

EXISTING

ELETRICAL

REMOVE & SAVE

CONERSTONE

NEW Level 1 FF 0' - 2 3/4"

DEMOLISH ROOF - COMPLETE,

INCLUDING STRUCTURE.

PROVIDE TEMPORARY BRACING

AT TOP OF WALL, TYPICAL

DEMOLISH DOORS 3

FRAMES INCLUDING

CASINGS AND TRIM,

COMPLETE.

DEMOLISH ROOF

COVERING, COMPLETE

TO SHEATHING

DEMOLISH FIRE

ESCAPE - COMPLETE

DEMOLISH CHIMNEY -

COMPLETE

DEMOLISH EXISTING DOOR

& FRAME, PREPARE

OPENING FOR NEW DOOR

IN EXISTING OPENING

REMOVE ALL BRICK VENEER,

TYP. THIS BUILDING

REMOVE EXISTING

SIDING TO

SHEATHING

Contract Date

Drawn by

Checked by

Revisions & Notes

Code

Structural

MEP

Scale

Salamone & Associates, P.C.

116 North Plains Industrial Road Wallingford, CT 06492 P: 203 281 6895 F: 203 287 8728 W: salamoneassoc.com

Morrissey Engineering, LLC 58 Essex Street Deep River, CT 06417 P: 860 532 0312 W: morrisseyengineers.com

Sparc Fire Protection Engineering P: 203 391 6633, 212 392 5868 W: sparcfp.com

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G Issue Date

L I N E W I L L M E A S U R E 0' - 4" A T F U L L S C A L E

Civil

SLR International Corporation 99 Realty Drive Cheshire, CT 06037 P: 203 271 1773 W: slrconsulting.com

/2 /2

:2 :2

P

M

1/8" = 1'-0"

D3.1

DEMOLITION

ELEVATIONS

K e n t

M e m o ri a l L ib ra ry

11/1/21

ADP

LJW

N o rt h M a in

S tr e e t, K e n t, C

T

10/15/25

1/8" = 1'-0" B1

DEMO LIBRARY WEST

1/8" = 1'-0" D5

DEMO LIBRARY NORTH

1/8" = 1'-0" B5

DEMO LIBRARY SOUTH

1/8" = 1'-0" G5

DEMO FIREHOUSE NORTH

1/8" = 1'-0" F5

DEMO FIREHOUSE SOUTH

1/8" = 1'-0" D1

DEMO LIBRARY EAST

1/8" = 1'-0" F1

DEMO FIREHOUSE WEST

1/8" = 1'-0" G1

DEMO FIREHOUSE EAST

No. Description Date

1 Revision 1 11/12/25

NOTES:

1. WHERE SIDING OR ROOFING IS

REMOVED TO SHEATHING IF SHEATHING

IS DAMAGED, ROTTED OR COMPROMISED

REPLACE WITH SUITABLE STRUCTURAL

SHEATHING TYP.

2. REMOVE ALL EXISTING ALUMINUM AND

VINYL SIDING AND RELATED TRIM.

3. FLOOR ELEVATIONS SHOWN ASSUME

THE EXISTING TOP OF SLAB ELEVATION

OF THE 1994 ADDITON TO 0'-0" = 398.83'.

ALL FLOORS ARE TO RECIEVE

INSULATION. SUBFLOORING AND

UNDERLAYMENT TO ACHEIVE A UNIFORM

FLOOR HIEGHT OF 399.11'. THICKNESS

VARY TO ACHEIVE THIS. SEE SSECTIONS

AND DETAILS. EXCEPTISON: THE 1922

LIBRARY FLOOR REMAINS AS EXISTING.

UP

EXG MECH / ELEC

MECH / ELEC

D1

A4.1

G1

A4.3

G6

A5.1

D1

A4.2

D5

A4.4

C4

A4.3

G8

A5.2

G7

A5.3

G4

A4.1

G1

A4.4

C1

A5.4

G4

A4.3

NEW CONNECTOR ABOVE -

NEW SLAB ON GRADE

EXISTING FIREHOUSE - SLAB

ON GRADE TO REMAIN

EXISTING LIBRARY -

SLAB ON GRADE

TO REMAIN

TOF 5' - 7 3/4"

BOF 4' - 7 3/4"

TOF 396' - 5 3/4"

BOF 395' - 5 3/4"

ACCESS STAIRS FOR

MECHANICAL BASEMENT

D1

A4.4

F1

A5.1

G4

A5.3

E8

AS1.0

B6

AS1.0

6' - 10 3/4"

/2

/4

9' - 11 1/4"

5' - 5"

/4

NOTES:

1. SEE S SERIESS FOR FOUND

FOOTING AND DETAILS

A1.0

SYMBOLS

NEW FOUNDATION

SEE S SERIES FOR

FOUNDATION

FOOTING AND

SLAB DETAIL

29' - 3 1/2"

C

DB

E6

AS1.0

G6

AS1.0

G4

AS1.0

A

D

KEY PLAN

1922 1958

FIREHOUSE

CONNECTOR

EXISTING TO REMAIN

NEW CONSTRUCTION

SYMBOLS

ITEM BELOW

ITEM ABOVE

Contract Date

Drawn by

Checked by

Revisions & Notes

Code

Structural

MEP

Scale

Salamone & Associates, P.C.

116 North Plains Industrial Road Wallingford, CT 06492 P: 203 281 6895 F: 203 287 8728 W: salamoneassoc.com

Morrissey Engineering, LLC 58 Essex Street Deep River, CT 06417 P: 860 532 0312 W: morrisseyengineers.com

Sparc Fire Protection Engineering P: 203 391 6633, 212 392 5868 W: sparcfp.com

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G Issue Date

L I N E W I L L M E A S U R E 0' - 4" A T F U L L S C A L E

Civil

SLR International Corporation 99 Realty Drive Cheshire, CT 06037 P: 203 271 1773 W: slrconsulting.com

/2 /2

:2 :3

P

M

As indicated

A1.0

BASEMENT

AND

FOUNDATION

PLAN

K e n t

M e m o ri a l L ib ra ry

11/1/21

ADP

LJW

N o rt h M a in

S tr e e t, K e n t, C

T

10/15/25

0 4 8 16

PROJECT

1/8" = 1'-0" G1

0 Basement

RADON SYSTEM:

PROVIDE MINIMUM 4″ GRAVEL AND 6 MIL POLYETHYLENE VAPOR

BARRIER UNDER SLAB

PROVIDE 3″ PVC VENT PIPE FROM GRAVEL LAYER TO ROOF

SEAL SLAB PERIMETER AND CRACKS IN SLAB

ROUGH-IN FOR RADON FAN AT TOWER AND AT NORTH GABLE OF

ORIGINAL LIBRARY BUILDING ATTIC.

TEST FOR RADON IN EXISTING AND NEW CONSTRUCTION AT

SUBSTANTIAL COMPLETIOPN. IF TESTING POST-OCCUPANCY FINDS >

4 PCI/L, INSTALL RADON MITIGATION FANS.

NOTE:

1ST FLOOR AND FRAMING IN

THIS ADDITION TO BE LOWERED

No. Description Date

U.C.

REF

DN

UP

UP

D1

A4.1

D1

A4.1

G1

A4.3

G6

A5.1

D1

A4.2

D5

A4.4 D5

A4.4

C4

A4.3

C4

A4.3

G8

A5.2

G7

A5.3

G4

A4.1

G1

A4.4

C1

A5.4

G4

A4.3

A9.1

A6.1 D1

A6.2 C1

D1

A4.4

D1

A4.4

GATE

GATE

BOOK

DROP

GALLERY WALL

GALLERY WALLS

WATER

FOUNTAIN

WATER

FOUNTAIN

DUMPSTER

TO LOFT

TO REMAIN AS

STAFF BREAKROOM

BULLETIN

B U

L L E

T

IN

READING ROOM

CHILDREN'S

DOUBLE OFFICE

YOUNG ADULT

CHILDREN'S

AREA

118A

MTG RM 1

MTG RM 2

ADULT STACKS

BOOK SALE

FAMILY

BATHROOM

CUST

PROGRAM

TECH SERVICES

CIRCULATION

DIRECTOR

114 ADMIN ASST

LOBBY

VESTIBULE

CHILDREN'S

SUPPLIES

IT CLOS

MECHANICAL

MEN'S

BATHROOM

WOMEN'S

BATHROOM

ELEC

STOR

NEW MATERIALS

CHILDREN'S

STACKS

118B

COMMON

COPY/PRINT

ELEV

OFFICE SUPPLIES

E X

G S

I D E

W A

L K T

O R

E M

A I N

E X

G T

R A

I N T

R A

C K

S

EGRESS TO PUBLIC WAY

E G

R E

S S

T O

P U

B L

IC

W A

Y

EGRESS TO

PUBLIC WAY

EGRESS TO

PUBLIC

W

AY

REMOVE DOOR AND

INFILL OPENING

F1

A5.1

G4

A5.3

104B

110 114A 114B 115 116

102A102A

118A

118B

127B

126C

127A

127C

STAIR 003

EDGE OF

CONCTETE

PAVING

104A

126A

E8

AS1.0 1

2X6 WALL

6X6 STEEL

COLUMNS

126B

EDGE OF ENTRY MATT

A5.9 D1

Sim

E4

A5.9

Sim

C

D

B

E6

AS1.0

G6

AS1.0

G4

AS1.0

A

NEW 6' FENCE

NEW 6' FENCE AND

TWO NEW GATES

KEY PLAN

1922 1958

FIREHOUSE

CONNECTOR

EXISTING TO REMAIN

NEW CONSTRUCTION

SYMBOLS

ITEM BELOW

ITEM ABOVE

Contract Date

Drawn by

Checked by

Revisions & Notes

Code

Structural

MEP

Scale

Salamone & Associates, P.C.

116 North Plains Industrial Road Wallingford, CT 06492 P: 203 281 6895 F: 203 287 8728 W: salamoneassoc.com

Morrissey Engineering, LLC 58 Essex Street Deep River, CT 06417 P: 860 532 0312 W: morrisseyengineers.com

Sparc Fire Protection Engineering P: 203 391 6633, 212 392 5868 W: sparcfp.com

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G Issue Date

L I N E W I L L M E A S U R E 0' - 4" A T F U L L S C A L E

Civil

SLR International Corporation 99 Realty Drive Cheshire, CT 06037 P: 203 271 1773 W: slrconsulting.com

/2 /2

:2 :3

P

M

As indicated

A1.1

FIRST FLOOR

PLAN

OVERALL

K e n t

M e m o ri a l L ib ra ry

11/1/21

SDH

LJW

N o rt h M a in

S tr e e t, K e n t, C

T

10/15/25

0 4 8 16

PROJECT

1/8" = 1'-0" G1

1 NEW Level 1 FF Overall

U.C.

REF

DN

DN

UP

A3.7

D4 G1

A4.3

A3.5

G7

G6

A5.1

D1

A4.2

D1

A4.2

A7.3G4 C6

A7.4B7

B4

C4

A4.3

D1

A10.5

A7.5

G1

G2 E6

F6

A7.4

G1

G5

G3

G2

A7.4

E3

E2A7.4

E1

E4

A7.4

D1

D2

D3

A7.4D4

A7.5

B1

B5

B4

B2 A7.5

D1

C2

C3

C4 A7.5

D6

D9

D8

D7

A7.6

B7

D1

B1

B3

A7.6 E2

E3

E4

E1

A6.2

C3

C5

C7

C8

A7.4

B1

B2

A7.2 G4

A7.5 E4

A7.3

E1

A9.1 G1

G4

C7

A9.1

G4

A4.1

G4

A4.1

G1

A4.4

A3.3

G7

A3.3 G5

A3.3

G2

A3.4 G1

A3.4

E4

A3.4E1

A3.4

C8

A3.4C6

A3.4

C4

A3.4C1

A3.5G4

C1

A5.4

A9.1

A6.2 C1

YOUNG ADULT

DIRECTOR

ADMIN ASST

PROGRAM

MTG RM 2

MTG RM 1

COMMON

TECH SERVICES

CHILDREN'S

SUPPLIES

CHILDREN'S

AREA

118A

CHILDREN'S

STACKS

118B

CHILDREN'S

DOUBLE OFFICE

FAMILY

BATHROOM

NEW MATERIALS

COPY/PRINT

CIRCULATION

103READING ROOM

IT CLOS

OFFICE SUPPLIES

A3.4

G4

F1

A5.1

A7.3

C1

A7.3

G1

E6

114B

104B

118B

110 114A

INFILL EXISTING WINDOW OPENING

118A

CPT

WOM

RUBCPT

MATCHLINE /G1 A1.1B

MATCHLINE /G1 A1.1B

W O

R K

S T

A T

IO

N

WORKSPACE

CATALOG

COMPUTER: 40"

AFF COUNTER

FOR STANDING

TERMINAL

4' - 0" TALL PARTITION

T A

L L P

A R

T I T

IO

N

E8

AS1.0

C

NEW

STEEL

COLUMN

2X6

WALL

STEEL

COLUMN TO

REMAIN

ALIGN

USE EXISTING

MILLWORK FROM

SOUTHWEST WALL

TO BUILD WINDOW

OPENING WITH

PAINTED MILLWORK

TAKE BRICKS FROM

BACK WALL TO

REPAIR EXTERIOR

SOUTH WALL MATCH

MORTAR COLOR TYP.

REPLACE WITH

BRICKS OF SAME SIZE.

MODIFY EXISTING

MILLWORK TO

INTERGRATE NEW

DOOR SEE PHOTOS

COORDINATE NEW

DOOR WITH PIPING

FROM BASEMENT

ALLOW FOR PIPE

INSULATION

EXISTING

MILLWORK TO

REMAIN TYP.

ALIGN

ALIGN

3' - 0"

G1

A10.1

D

MATCPT

3' - 0"

F7

A8.1

B

E6

AS1.0

E5

A7.1 D2

D7

G1

EXPOSED BRICK

A8.1 C4

Sim

CAREFULLY REMOVE

PORTION OF MILLWORK

BLOCKING NEW

ACCESS SAVE FOR

RECONSTRUCTION

D2

A9.2

D1

A9.2

G1

A9.2

D4

A9.2

NEW 6' TALL FENCE

G8

KEY PLAN

A1.1A G1

Sim

FIREHOUSE

CONNECTOR

EXISTING TO REMAIN

NEW CONSTRUCTION

SYMBOLS

ITEM BELOW

ITEM ABOVE

Contract Date

Drawn by

Checked by

Revisions & Notes

Code

Structural

MEP

Scale

Salamone & Associates, P.C.

116 North Plains Industrial Road Wallingford, CT 06492 P: 203 281 6895 F: 203 287 8728 W: salamoneassoc.com

Morrissey Engineering, LLC 58 Essex Street Deep River, CT 06417 P: 860 532 0312 W: morrisseyengineers.com

Sparc Fire Protection Engineering P: 203 391 6633, 212 392 5868 W: sparcfp.com

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G Issue Date

L I N E W I L L M E A S U R E 0' - 4" A T F U L L S C A L E

Civil

SLR International Corporation 99 Realty Drive Cheshire, CT 06037 P: 203 271 1773 W: slrconsulting.com

/2 /2

:2 :3

P

M

As indicated

A1.1A

FIRST FLOOR

PLAN -

NORTH

K e n t

M e m o ri a l L ib ra ry

11/1/21

SDH

LJW

N o rt h M a in

S tr e e t, K e n t, C

T

10/15/25

1/4" = 1'-0" G1

FIRST FLOOR PLAN - NORTH

0 2 4 8

PROJECT

UP

A3.6

D3

A3.7

D4

A7.2

A3.6 G3

A3.5

G7

A3.1

G1

D5

A4.4 D5

A4.4

G6

A8.2

G6

D1

A10.5

G8

A5.2

A6.1G7A6.1D8

B6

B8

D6

F1

G1

G4

A7.2

A7.2

B1

B5

B4

B3A7.2

B2

A7.2D6

A7.2 G4

A7.7E6

E4

F1

A7.7

E2

A7.7

B1

B6

C2

A7.7

C5

D4

A7.7

B4

D1

G7

A5.3

G1

A4.4

A3.5

D4

A3.5D3 G1

A3.5

D6

A3.5G4

C1

A5.4

A7.2

G1

A6.1 D1

D1

A4.4

D1

A4.4

A6.3 E4

A5.5 C6

INFILL EXTERIOR WALL AT

DEMOLISHED WINDOWS

NEW DOOR IN EXISTING OPENING

NEW WINDOW IN RESIZED OPENING

NEW DOOR IN

REVISED EXISTING

WINDOW OPENING

A6.3

G1

G4

G2

ADULT STACKS

BOOK SALE

CUST

LOBBY

VESTIBULE

MECHANICAL

MEN'S

BATHROOM

WOMEN'S

BATHROOM

ELEC

STOR

ELEV

G4

A5.3

KNOX BOX MODEL #3200,

RECESSED MODEL

PER KENT FIRE

DEPARTMENT. MOUNT 5'-0"

AFF MINIMUM.

COORDINATE WITH FIRE

MARSHALL.

LOCATE RECESSED KEY CONTROL

CABINET IN WALL WITHIN CUSTODIAL

CLOSET, TOP OF CABINET @ 5'6" AFF.

G4

A4.4

A5.5 C4

A5.5 D5

126A

104A

A5.6 G1

MATCHLINE /G1 A1.1A

MATCHLINE /G1 A1.1A

D5

D7

A7.2

D2

D1D3

D8

GRAVEL

126B125

127B

127A

127C 126C

123122

118A

102A

A8.2 B1

C

E5

A6.1

D

RUBMAT

MAT

CPT

B

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

CLEAR

4' - 6

2' - 0 1/2"

4' - 2"

EDGE OF 2X4

BASE

SUPPORT

19' - 5 27/32"

A2.1B F1

.0

0°

G7

A8.1

CONC PADS FOR MECH

NOTE: LIBRARY

STACKS N.I.C. -

SHOWN AS

REFERENCE

A

NEW 6' TALL FENCE

TRENCH DRAIN

TRENCH DRAIN

A5.9 D1

Sim

STONE SUPPORTS

METAL EDGING

KEY PLAN

A1.1B G1

Sim

1922 1958

FIREHOUSE

CONNECTOR

EXISTING TO REMAIN

NEW CONSTRUCTION

SYMBOLS

ITEM BELOW

ITEM ABOVE

1/4" = 1'-0" G1

FIRST FLOOR PLAN - SOUTH

Contract Date

Drawn by

Checked by

Revisions & Notes

Code

Structural

MEP

Scale

Salamone & Associates, P.C.

116 North Plains Industrial Road Wallingford, CT 06492 P: 203 281 6895 F: 203 287 8728 W: salamoneassoc.com

Morrissey Engineering, LLC 58 Essex Street Deep River, CT 06417 P: 860 532 0312 W: morrisseyengineers.com

Sparc Fire Protection Engineering P: 203 391 6633, 212 392 5868 W: sparcfp.com

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G Issue Date

L I N E W I L L M E A S U R E 0' - 4" A T F U L L S C A L E

Civil

SLR International Corporation 99 Realty Drive Cheshire, CT 06037 P: 203 271 1773 W: slrconsulting.com

/2 /2

:2 :4

P

M

As indicated

A1.1B

FIRST FLOOR

PLAN -

SOUTH

K e n t

M e m o ri a l L ib ra ry

11/1/21

SDH

LJW

N o rt h M a in

S tr e e t, K e n t, C

T

10/15/25

0 2 4 8

PROJECT

LOW SLOPE

D1

A4.1

D1

A4.1

NEW FIBERGLASS SHINGLE ROOFING

AND INSULATION

E X

G S

L A

T E

R

O O

F T

E

M A

IN

NEW FIBERGLASS

SHINGLE ROOFING

AND INSULATION

NEW INSULATED

MEMBRANE ROOF

METAL OPEN FRONT RAIN

WATER CONDUCTOR

8" / 12" 8" / 12" LOW SLOPE

L O

W S

L O

P E

COPPER FLASHING

/4 " / 1

8" / 12"

8" / 12"

8" / 12"

C4

A4.3

C4

A4.3

NEW

FIBERGLASS

SHINGLE

ROOFING

1/2" / 12"

G1

A4.4

C1

A5.4

G4

A4.3

G4

A4.3

D1

A4.4

COLLECTOR HEAD

AND DOWNSPOUT

CRICKET

4" / 12"

ROOF CANOPY BELOW

VALLEY FLASHING

/8

8" / 12"

F1

A5.1

G4

A5.3

VALLEY FLASHING

/8 " / 1

/8 " / 1

4 7/8" / 12"

1 1/2" / 12"

/2

4" / 12"

8" / 12"

1/2" / 12"

/4

" / 1

1/2" / 12"

PIPE PENETRATION

FLASHING AT ROOF VENT

PIPE PENETRATION

FLASHING AT ROOF VENT

E1

A5.8

A5.9 D1

Sim

E4

A5.9

Sim

A5.7 G4

VALLEY PITCH NOT LESS

THAN 1/4": FOOT, TYPICAL

LOW SLOPED MEMBRANE

ROOF ON SLOPED RAFTERS

LOW SLOPED ROOF MEMBRANE

ON METAL FRAMED

CANOPY/GUTTER ASSEMBLY.

REFER TO DETAILS

/2

CONTINUE MEMBRANE ROOF

TO RIDGE CAP WHERE SHOWN

COPPER RIDGE CAP AT

EXISTING SLATE ROOF

STANDARD RIDGE CAP

SHINGLES TO MATCH,

UNVENTED RIDGE, TYPICAL

DOWNSPOUT (DS)

DOWNSPOUT (DS) DOWNSPOUT (DS)

DOWNSPOUT (DS)

DOWNSPOUT (DS)

DOWNSPOUT (DS)

DOWNSPOUT (DS)

DOWNSPOUT (DS)

DOWNSPOUT (DS)

DOWNSPOUTS BELOW

DOWNSPOUT (DS)

DOWNSPOUT (DS)

ADD ALT 2 - AREA FOR PHOTOVOLTAICS

G3

A5.8

SNOW GUARDS - PATTERN SHOWS A REPRESENATIONAL

PATTERN TO IDENTIFY EXTENT AND INTENT OF

COVERAGE. MANUFACTURER IS RESPONSIBLE FOR

DESIGN AND ENGINEERING FOR SPECIFIC PRODUCT

OFFERED AND A COMPLETE SYSTEM IN ACCORDANCE

WITH MANUFACTURERS GUIDELINES AND STANDARDS.

THE GRAPHIC REPRESENTATION DOES NOT REPRESENT A

SPECIFIC QUANTITY OF SNOW GUARDS.

SNOW GUARDS - PATTERN SHOWS A REPRESENATIONAL

PATTERN TO IDENTIFY EXTENT AND INTENT OF

COVERAGE. MANUFACTURER IS RESPONSIBLE FOR

DESIGN AND ENGINEERING FOR SPECIFIC PRODUCT

OFFERED AND A COMPLETE SYSTEM IN ACCORDANCE

WITH MANUFACTURERS GUIDELINES AND STANDARDS.

THE GRAPHIC REPRESENTATION DOES NOT REPRESENT A

SPECIFIC QUANTITY OF SNOW GUARDS.

4 7/8" / 12"

/2

1 1/2" / 12"

VENT PIPE

DOWNSPOUT/OPEN FRONT RAIN WATER COLLECTOR

A8.2

Contract Date

Drawn by

Checked by

Revisions & Notes

Code

Structural

MEP

Scale

Salamone & Associates, P.C.

116 North Plains Industrial Road Wallingford, CT 06492 P: 203 281 6895 F: 203 287 8728 W: salamoneassoc.com

Morrissey Engineering, LLC 58 Essex Street Deep River, CT 06417 P: 860 532 0312 W: morrisseyengineers.com

Sparc Fire Protection Engineering P: 203 391 6633, 212 392 5868 W: sparcfp.com

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G Issue Date

L I N E W I L L M E A S U R E 0' - 4" A T F U L L S C A L E

Civil

SLR International Corporation 99 Realty Drive Cheshire, CT 06037 P: 203 271 1773 W: slrconsulting.com

/2 /2

:2 :4

P

M

1/8" = 1'-0"

A1.3

ROOF PLAN

K e n t

M e m o ri a l L ib ra ry

11/1/21

ADP

LJW

N o rt h M a in

S tr e e t, K e n t, C

T

10/15/25

0 4 8 16

PROJECT

1/8" = 1'-0"

F1

ROOF PLAN

ROOF PLAN – GENERAL NOTES

ROOF CONSTRUCTION INCLUDES BOTH STEEP-SLOPE ASPHALT SHINGLE ROOFING

AND LOW-SLOPE TPO SINGLE-PLY MEMBRANE ROOFING AS INDICATED ON PLANS.

COORDINATE ROOFING EXTENTS AND TRANSITIONS BETWEEN SYSTEMS PER

DETAILS.

TRANSITIONS BETWEEN SYSTEMS:

A. PROVIDE CONTINUOUS METAL TRANSITION FLASHING (MINIMUM 24 GA.

STAINLESS STEEL OR PREFINISHED 0.032" ALUMINUM) AT ALL SLOPE TRANSITIONS

BETWEEN SHINGLE ROOFING AND TPO MEMBRANE ROOFING.

B. TERMINATE EACH ROOFING SYSTEM PER MANUFACTURER’S INSTRUCTIONS

BENEATH THE METAL FLASHING.

C. ENSURE POSITIVE SLOPE AND CONTINUOUS WATERPROOFING UNDER

FLASHING TRANSITION.

D. OVERLAP SHINGLE ROOFING A MINIMUM OF 4" OVER UP-SLOPE LEG OF

TRANSITION FLASHING.

E. EXTEND MEMBRANE MINIMUM 8" UNDER TRANSITION FLASHING AND ADHERE TO

SUBSTRATE; SEAL MECHANICALLY BY TERMINATION BAR.

F. COORDINATE TRANSITION FLASHING GEOMETRY WITH REQUIRED

UNDERLAYMENT AND AIR BARRIER CONTINUITY.

ROOF UNDERLAYMENT:

A. STEEP-SLOPE ROOFING SHALL RECEIVE SELF-ADHERING MODIFIED BITUMINOUS

ICE AND WATER BARRIER MEMBRANE AT EAVES, VALLEYS, RAKES, AND

TRANSITIONS PER MANUFACTURER’S INSTRUCTIONS.

B. DO NOT EXTEND ICE AND WATER BARRIER BEYOND MANUFACTURER’S

REQUIREMENTS OR WHERE IT WOULD INHIBIT VAPOR PERMEABILITY OF ROOF

SHEATHING.

C. PROVIDE UNDERLAYMENT OVER ALL REMAINING ROOF SHEATHING.

D. UNDERLAYMENT SHALL BE CONTINUOUS BENEATH ALL METAL FLASHINGS AND

ROOFING ACCESSORIES.

LOW-SLOPE ROOFING (TPO):

A. INSTALL SINGLE-PLY MEMBRANE ROOFING SYSTEM PER MANUFACTURER’S

REQUIREMENTS OVER COVER BOARD (PLYWOOD), AND RIGID INSULATION.

B. PROVIDE CONTINUOUS TPO FLASHING UP ALL VERTICAL PARAPETS AND CURBS

MINIMUM 8" ABOVE FINISHED ROOF SURFACE.

C. MECHANICALLY TERMINATE MEMBRANE AT WALL FLASHINGS, TRANSITIONS,

AND UNDER METAL COPINGS OR COUNTERFLASHINGS.

AIR AND WATER BARRIER CONTINUITY:

A. AT WALLS INTERSECTING ROOFS, COORDINATE INTEGRATION OF ROOF

UNDERLAYMENT OR MEMBRANE ROOFING WITH THE EXTERIOR WALL AIR/WATER

BARRIER TO ACHIEVE A CONTINUOUS, SEALED PLANE.

B. EXTEND ROOF UNDERLAYMENT OR MEMBRANE A MINIMUM OF 8" UP THE WALL

SHEATHING BEHIND WALL CLADDING OR THROUGH-WALL FLASHING.

C. SEAL ALL PENETRATIONS AND TERMINATIONS WITH MANUFACTURER’S

APPROVED SEALANT AND TAPE ACCESSORIES.

ROOF VENTILATION:

ROOF ASSEMBLIES ARE UNVENTED. NO RIDGE VENTS OR SOFFIT VENTS

REQUIRED. PROVIDE STANDARD MATCHING RIDGE CAP SHINGELS.

ICE DAM PROTECTION:

A. PROVIDE SELF-ADHERING ICE AND WATER BARRIER MEMBRANE FROM ROOF

EDGE TO A POINT AT LEAST 24 INCHES INSIDE THE INTERIOR FACE OF THE

EXTERIOR WALL, OR AS REQUIRED BY THE CONNECTICUT BUILDING CODE,

WHICHEVER IS GREATER.

B. EXTEND MEMBRANE UP ADJOINING VERTICAL SURFACES A MINIMUM OF 6".

C. DO NOT USE ICE AND WATER SHIELD AS FULL-ROOF UNDERLAYMENT UNLESS

SPECIFICALLY PERMITTED BY ROOFING MANUFACTURER AND APPROVED BY

ARCHITECT.

METAL FLASHINGS AND TRIM:

A. PROVIDE HEMMED DRIP EDGES AND CONCEALED CLEATS WHERE REQUIRED.

C. COORDINATE COLOR AND FINISH WITH METAL FASCIA AND TRIM.

D. PROVIDE SEALANT BETWEEN OVERLAPPING METAL COMPONENTS; DO NOT

RELY SOLELY ON SEALANT FOR WATERPROOFING CONTINUITY.

ROOF ACCESSORIES:

COORDINATE LOCATIONS OF ROOF DRAINS, OVERFLOWS, VENTS, CURBS, AND

PENETRATIONS WITH MECHANICAL AND PLUMBING DRAWINGS. ALL

PENETRATIONS TO BE FLASHED WATERTIGHT PER MANUFACTURER’S DETAILS.

EXECUTION:

A. ALL WORK SHALL BE INSTALLED BY MANUFACTURER-CERTIFIED INSTALLERS.

B. DO NOT INSTALL ROOFING MATERIALS WHEN AMBIENT TEMPERATURE, DECK

MOISTURE, OR SUBSTRATE CONDITIONS ARE OUTSIDE MANUFACTURER’S LIMITS.

C. PROVIDE TEMPORARY PROTECTION AND MAINTAIN POSITIVE DRAINAGE DURING

CONSTRUCTION.

D1

A4.1

G1

A4.3

G6

A5.1

D1

A4.2

C4

A4.3

D1

A10.5

C7

A9.1

G4

A4.1

G1

A4.4

C1

A5.4

EXG CEILING, LIGHTING,

AND DEVICES TO REMAIN

FLAT TECTUM CEILING

S L O

P E

D N

S L

O P

E D

N

U N

D E

R C

A B

9' - 0"9' - 0"9' - 0"

9' - 0"

9' - 0"

9' - 0"

EXG CEILING?

EXTENT OF

LIGHTING AND

MECHANICAL

CHANGES MIGHT

REPLACEMENT

WITH ACP.

7' - 8 3/4"

SLOPE

DN

SLOPE

DN

GWB

RAISED AREAS, TYP:

NEW TECTUM CEILING,

NEW WOOD TRIM ON EXG BEAMS,

NEW LED STRIP CHANNELS IN EXG BEAMS.

TYP: LINE OF NEW LED STRIP

CHANNELS IN GWB CEILING

EXG: 9' - 3"

EXG: 8' - 0"

MATCH LINE

READING ROOM

PARTIAL HT. WALLS

PARTIAL HT. WALL

VERIFY POSITION

A9.1

A6.2 C1

10' - 5 1/4"

UNDER CAB.

U N

D E

R S

H E

L F

9' - 7 3/4"

9' - 7 3/4"

10' - 5 1/4"

10' - 1" 9' - 7 3/4"

1' - 4"

CHILDREN'S

DOUBLE OFFICE

YOUNG ADULT

CHILDREN'S

AREA

118A

MTG RM 1

MTG RM 2

FAMILY

BATHROOM

PROGRAM

TECH SERVICES

CIRCULATION

DIRECTOR

ADMIN ASST

CHILDREN'S

SUPPLIES

IT CLOS

NEW MATERIALS

CHILDREN'S

STACKS

118B

COMMON

COPY/PRINT

OFFICE SUPPLIES

10' - 4"

ACP

FIXTURES TBD: WALL

WASH, EVEN LIGHT ON

DONOR WALL

D O

N O

R W

A L L

11' - 1 3/4"

30"X54" PULL DOWN

STAIR/ACCESS PANEL;

AHU & ERV ABOVE

ACCESS PANEL; AHU & ERV ABOVE

SMALL SUPPLY REGISTERS EVENLY

DISTRIBUTED ALONG SOFFIT

RETURN AIR REGISTERS IN HIGH ACP CEILING

WALL RETURN

FROM VERTICAL

DUCT IN CLOSET

AHU- 2 AND

ERV-2 ABOVE

AHU- 3 AND

ERV-3 ABOVE

F1

A5.1

COILING SECURITY GRILLE ABOVE CEILING

/C1 A2.2SEE

FOR BASEMENT RCP

9' - 0"

9' - 0"

9' - 0"

10' - 5 1/4"

10' - 5 1/4"

10' - 5 1/4"

/G1 A2.1B

MATCH LINE /G1 A2.1B

LED LIGHT STRIP

BATTON SURROUNDING LED STRIP

CANOPY STONE COLUMNS

C

D

B

OPEN TO

ABOVE

LED STRIP

1' - 0" 1' - 0"

C8

A2.1A

SPRINKLER HEAD - CEILING MOUNTED

TECTUM

REFLECTED CEILING PLAN KEY (NOT ALL USED)

REFLECTED CEILING PLAN NOTES

1. ANY SPRINKLER HEAD LOWER THAN 8' - 0" TO BE

CONCEALED TYPE.

2. ALL SPRINKER HEADS IN THE ORIGINAL 1922

BUILDING TO BE CONCEALED TYPE.

3. ALL INTERIOR SPRINKLERS ARE WET.

4. ALL EXTERIOR SPRINKLERS ARE DRY.

SPRINKLER HEAD - WALL-MOUNTED

RETURN REGISTER

SUPPLY REGISTER

KEY PLAN

A2.1A G1

Sim

1922 1958

FIREHOUSE

CONNECTOR

RECESSED DOWNLIGHT -

CEILING-MOUNTED, DIMMABLE

VERTICAL STRIP LIGHT - WALL RECESS

VERTICAL STRIP LIGHT - CORNER

STRIP LIGHT -

CEILING-MOUNTED, DIMMABLE

LIGHTING KEY - ALL LED (NOT ALL USED)

SURFACE-MOUNTED LIGHT

WALL-MOUNTED DOWNLIGHT

RECESSED DOWNLIGHT ON SLOPE -

CEILING-MOUNTED, DIMMABLE

RECESSED DOWNLIGHT, WALL WASH

CEILING-MOUNTED, DIMMABLE

RECESSED DOWNLIGHT WASH WASH -

CEILING-MOUNTED, DIMMABLE

GWB

CEILING

LED STRIP

RECESSED

Contract Date

Drawn by

Checked by

Revisions & Notes

Code

Structural

MEP

Scale

Salamone & Associates, P.C.

116 North Plains Industrial Road Wallingford, CT 06492 P: 203 281 6895 F: 203 287 8728 W: salamoneassoc.com

Morrissey Engineering, LLC 58 Essex Street Deep River, CT 06417 P: 860 532 0312 W: morrisseyengineers.com

Sparc Fire Protection Engineering P: 203 391 6633, 212 392 5868 W: sparcfp.com

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G Issue Date

L I N E W I L L M E A S U R E 0' - 4" A T F U L L S C A L E

Civil

SLR International Corporation 99 Realty Drive Cheshire, CT 06037 P: 203 271 1773 W: slrconsulting.com

/2 /2

:2 :4

P

M

As indicated

A2.1A

REFLECTED

CEILING

PLAN -

NORTH

K e n t

M e m o ri a l L ib ra ry

11/1/21

SDH

LJW

N o rt h M a in

S tr e e t, K e n t, C

T

10/15/25

0 4 8 16

PROJECT

1/4" = 1'-0" G1

FIRST FLOOR RCP - NORTH

LED STRIP

1/2" = 1'-0" C8

CEILING LIGHT CHANNEL

RECESSED DOWNLIGHT -

CEILING-MOUNTED, DIMMABLE

VERTICAL STRIP LIGHT - WALL RECESS

VERTICAL STRIP LIGHT - CORNER

STRIP LIGHT -

CEILING-MOUNTED, DIMMABLE

LIGHTING KEY - ALL LED (NOT ALL USED)

SURFACE-MOUNTED LIGHT

WALL-MOUNTED DOWNLIGHT

RECESSED DOWNLIGHT ON SLOPE -

CEILING-MOUNTED, DIMMABLE

RECESSED DOWNLIGHT, WALL WASH

CEILING-MOUNTED, DIMMABLE

RECESSED DOWNLIGHT WASH WASH -

CEILING-MOUNTED, DIMMABLE

D1

A4.1

G1

A4.3

D5

A4.4

C4

A4.3

D1

A10.5

G8

A5.2

G7

A5.3

G1

A4.4

C1

A5.4

D1

A5.6 G4

A4.3

SLOPE UP

FLAT TECTUM CEILING

FLAT TECTUM

CEILING BELOW

LANDING

SLOPE UP

8' - 0"

8' - 0"

8' - 0"

7' - 5 3/4"

EXG CEILING

GWBX

GWBX

EXG COLUMNS

LINES OF NEW LED STRIP CHANNELS AT

SEISMIC SHELF BRACING, TYP

EXG CEILING TO REMAIN.

ALL DUCTS, SPRINKLERS,

PLUMBING, AND ELECTRIC

LINES TO BE PAINTED WITH

EXG CEILING, TYP.

MRGWB

FLAT CEILING

ADULT STACKS

BOOK SALE

MECHANICAL

ELEC

STOR

A6.1 D1

D1

A4.4

/3

2' - 6"

CUST

LOBBY

VESTIBULE

MEN'S

BATHROOM

WOMEN'S

BATHROOM

ELEV

9' - 6 1/4"

9' - 6 1/4"

10' - 4"

NO CEILING

FOR ACCESS

A6.3 E1

LOUVER

LOUVER

REPLACEMENT WINDOW

F1

A5.1

COILING SECURITY GRILLE ABOVE CEILING

G4

A5.3

LINEAR

DIFFUSER

REFER TO STRUCTURE FOR

BEARING COLUMNS

G4

A4.4

126A

MATCH LINE

MATCH LINE /G1 A2.1A

LED LIGHT STRIP

BATTON SURROUNDING LED STRIP

G9

A8.3

CANOPY STONE COLUMNS

G1

A8.1

C

D

B

LED STRIP LIGHTS UNDER GUARD RAIL

THIS SIDE ONLY - FULL LENGTH

A

A8.2

SPRINKLER HEAD - CEILING MOUNTED

TECTUM

REFLECTED CEILING PLAN KEY (NOT ALL USED)

REFLECTED CEILING PLAN NOTES

1. ANY SPRINKLER HEAD LOWER THAN 8' - 0" TO BE

CONCEALED TYPE.

2. ALL SPRINKER HEADS IN THE ORIGINAL 1922

BUILDING TO BE CONCEALED TYPE.

3. ALL INTERIOR SPRINKLERS ARE WET.

4. ALL EXTERIOR SPRINKLERS ARE DRY.

SPRINKLER HEAD - WALL-MOUNTED

RETURN REGISTER

SUPPLY REGISTER

KEY PLAN

A2.1B G1

Sim

1922 1958

FIREHOUSE

CONNECTOR

LIGHTS

BOLT TO TOP

OF STACK

LIGHT

PROVIDE ONE EVERY 3'

AT ALL FREESTANDING

STACKS TYP.

Contract Date

Drawn by

Checked by

Revisions & Notes

Code

Structural

MEP

Scale

Salamone & Associates, P.C.

116 North Plains Industrial Road Wallingford, CT 06492 P: 203 281 6895 F: 203 287 8728 W: salamoneassoc.com

Morrissey Engineering, LLC 58 Essex Street Deep River, CT 06417 P: 860 532 0312 W: morrisseyengineers.com

Sparc Fire Protection Engineering P: 203 391 6633, 212 392 5868 W: sparcfp.com

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G Issue Date

L I N E W I L L M E A S U R E 0' - 4" A T F U L L S C A L E

Civil

SLR International Corporation 99 Realty Drive Cheshire, CT 06037 P: 203 271 1773 W: slrconsulting.com

/2 /2

:2 :5

P

M

As indicated

A2.1B

REFLECTED

CEILING

PLAN -

SOUTH

K e n t

M e m o ri a l L ib ra ry

11/1/21

SDH

LJW

N o rt h M a in

S tr e e t, K e n t, C

T

10/15/25

0 2 4 8

PROJECT

1/4" = 1'-0" G1

FIRST FLOOR RCP - SOUTH

1/4" = 1'-0" F1

SIEZMIC BRACES

E1

SIEZMIC BRACKET AXON

REF.

RECESSED DOWNLIGHT -

CEILING-MOUNTED, DIMMABLE

VERTICAL STRIP LIGHT - WALL RECESS

VERTICAL STRIP LIGHT - CORNER

STRIP LIGHT -

CEILING-MOUNTED, DIMMABLE

LIGHTING KEY - ALL LED (NOT ALL USED)

SURFACE-MOUNTED LIGHT

WALL-MOUNTED DOWNLIGHT

RECESSED DOWNLIGHT ON SLOPE -

CEILING-MOUNTED, DIMMABLE

RECESSED DOWNLIGHT, WALL WASH

CEILING-MOUNTED, DIMMABLE

RECESSED DOWNLIGHT WASH WASH -

CEILING-MOUNTED, DIMMABLE

BARREL VAULT

PARTIAL HEIGHT WALL,

CURVED TOP

PARTIAL HEIGHT WALL,

CURVED TOP

HANGING ROD AND SHELF

PROJECTOR SHELF

ABOVE

SLOPE DOWN

FLAT CEILING

4' x 8' x 3/8" MAPLE PLYWOOD

PANELS, NATURAL FINISH

WITH PAINTED EDGES, TYP.

7' - 6" 7' - 6"

12' x 4' PORTABLE STAGE BELOW

U P

L

IG

H T

U P

L

IG

H T

MAPLE 1x4, NATURAL

FINISH, TYP

WARMING

PANTRY

COMMUNITY

ROOM

STORAGE

H/C UNISEX

LANDING

COATS

8' - 2 1/2"

7' - 5"

7' - 5"

CONTINUOUS

LINEAR DIFFUSER

RETURN AIR ABOVE SOFFIT

ACCESS PANEL;

AHU & ERV IN ATTIC

ABOVE STORAGE

WALL DIFFUSER? NO SPACE

IN ROOF/CEILING ASSEMBLY

HATCH TO ACCESS

PROJECTOR SHELF

C

D

UNDER CARBINET

LED STRIPS AND

CHANNELS TYP.

4X8

TYP.

3' X 3'

HINGED

HATCH

METAL

LADDER

SPRINKLER HEAD - CEILING MOUNTED

TECTUM

REFLECTED CEILING PLAN KEY (NOT ALL USED)

REFLECTED CEILING PLAN NOTES

1. ANY SPRINKLER HEAD LOWER THAN 8' - 0" TO BE

CONCEALED TYPE.

2. ALL SPRINKER HEADS IN THE ORIGINAL 1922

BUILDING TO BE CONCEALED TYPE.

3. ALL INTERIOR SPRINKLERS ARE WET.

4. ALL EXTERIOR SPRINKLERS ARE DRY.

SPRINKLER HEAD - WALL-MOUNTED

RETURN REGISTER

SUPPLY REGISTER

HALF-HEIGHT

WALL

(3) HALF

ROUND

DORMERS

NEW

LIGHTS

SEAMLESS

EXTRUSION AND

LED TAPE LIGHT

END TO END ON

EDGE OF CEILING

BREAK

PATCH

CIELING AS

REQUIRED

SPRINKLER HEADS

2" FROM EDGE OF

LIGHT EXTRUSION

TYP.

NEW RAMP ABOVE

6' - 3"

7' - 3 1/2"

EXG MECH / ELEC

MECH / ELEC

KEY PLAN

A2.2 F5

Sim

A2.2 E1

Sim

A2.2 C1

Sim

FIREHOUSE

CONNECTOR

1/4" = 1'-0" F5

SECOND FLOOR RCP - SOUTH

Contract Date

Drawn by

Checked by

Revisions & Notes

Code

Structural

MEP

Scale

Salamone & Associates, P.C.

116 North Plains Industrial Road Wallingford, CT 06492 P: 203 281 6895 F: 203 287 8728 W: salamoneassoc.com

Morrissey Engineering, LLC 58 Essex Street Deep River, CT 06417 P: 860 532 0312 W: morrisseyengineers.com

Sparc Fire Protection Engineering P: 203 391 6633, 212 392 5868 W: sparcfp.com

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G Issue Date

L I N E W I L L M E A S U R E 0' - 4" A T F U L L S C A L E

Civil

SLR International Corporation 99 Realty Drive Cheshire, CT 06037 P: 203 271 1773 W: slrconsulting.com

/2 /2

:2 :5

P

M

As indicated

A2.2

FIREHOUSE

SECOND

FLOOR RCP

K e n t

M e m o ri a l L ib ra ry

11/1/21

SDH

LJW

N o rt h M a in

S tr e e t, K e n t, C

T

10/15/25

0 2 4 8

PROJECT

1/8" = 1'-0" E1

LOFT RCP

1/8" = 1'-0" C1

00 Basement RCP

02b.Firehouse Second

12' - 5 1/2"

109A E117B E117C

E200A E200B E200C

CLAPBOARD SIDING: 5" EXPOSURE,

TYPICAL ON EXISTING LIBRARY BUILDINGS

HORIZONTAL NICKEL GAP SIDING:

9" EXPOSURE, TYPICAL ON NEW

"CONNECTOR"

NEW FIBERGLASS SHINGLE ROOFING EXISTING SLATE ROOF TO REMAIN (THIS SIDE ONLY)

FIBERGLASS SHINGLE ROOFING

BOARD + BATTEN SIDING

SEE A3.3 FOR ENLARGED ELEVATIONS

ORIGINAL LIBRARY TO REMAIN AS IS

LIGHT BOLLARDS

NEW EXIT LIGHTS, TYP

211B 211F

NEW Level 1 FF 0' - 2 3/4"

NEW Level 1 FF 0' - 2 3/4"

210K

102B 127B

NEW OPEN

EGRESS STAIR

WITH ROOF

FIRE DEPARTMENT CONNECTION

NEW WINDOW IN LIEU

OF GARAGE DOOR

ALIGN GUTTERS AND OVERHANG

127C127A

211E211D211C211A

102C102A 127A

SMOOTH, TIGHT VERTICAL SIDING:

9" EXPOSURE

3 1/4"

12"

STONE POST WITH

H/C BUTTON

DOWNSPOUT

DOWNSPOUT

3"

12"

101A 101B

HARDIE ARTISIAN SHIPLAP

SMOOTH 9" VERTICAL EXPOSURE

BOTH WING WALLS

5X10 SKIRT BOARD TYP.

5X10 SKIRT BOARD TYP.

02b.Firehouse Second

12' - 5 1/2"

02b.Firehouse Second

12' - 5 1/2"

104A 104B 122A 123 E117D E117E E117F

E200D

8"

12"

MATCH

EXG

EXG

EXG

CLAPBOARD SIDING: 5" EXPOSURE

NICKEL GAP SIDING: 9" EXPOSURE

SMOOTH, TIGHT VERTICAL SIDING:

9" EXPOSURE

FIBERGLASS SHINGLE ROOFING

FIBERGLASS SHINGLE ROOFING

BOARD + BATTEN SIDING

NEW LIGHT BOLLARDS, TYP

6' TALL FENCE

NEW Level 1 FF 0' - 2 3/4"

NEW Level 1 FF 0' - 2 3/4"

104C

STONE BLOCK

RETAINING/SITTING WALL

102D 127C 126C

8"

12"

7"

12"

7"

12"

NEW ROOF STRUCTURE

DOWNSPOUT

STONE POST WITH

H/C BUTTON DOWNSPOUT TOP DISCHARGE HEAT PUMPS5X10 SKIRT BOARD TYP.

5X10 SKIRT BOARD TYP.

GENERAL EXTERIOR NOTES

1. SEE A3.3 - A3.7 FOR ENLARGED ELEVATIONS

2. TRIM = POLY-ASH

FRIEZE BOARD 5/4x10 CORNER BOARD 5/4x6 SKIRT BOARD 5/4x10 OPENING TRIM 5/4x6 EAVE FASCIA 1x8 GABLE FASCIA 1x6

3. SIDING EXPOSURE/SPACING

CLAPBOARD 5" NOM.

- 1994 & 1958 ADDITIONS

HORIZONTAL BOARDS - NICKEL GAP 9" NOM.

- CONNECTOR

VERTICAL BOARDS - TIGHT JOINT 9" NOM.

- CONNECTOR

BOARD & BATTEN BATTENS @ 24" O.C.

- FIREHOUSE

3/16" = 1'-0" D1

WEST ELEVATION

Contract Date

Drawn by

Checked by

Revisions & Notes

Code

Structural

MEP

Scale

Salamone & Associates, P.C.

116 North Plains Industrial Road Wallingford, CT 06492 P: 203 281 6895 F: 203 287 8728 W: salamoneassoc.com

Morrissey Engineering, LLC 58 Essex Street Deep River, CT 06417 P: 860 532 0312 W: morrisseyengineers.com

Sparc Fire Protection Engineering P: 203 391 6633, 212 392 5868 W: sparcfp.com

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G Issue Date

L I N E W I L L M E A S U R E 0' - 4" A T F U L L S C A L E

Civil

SLR International Corporation 99 Realty Drive Cheshire, CT 06037 P: 203 271 1773 W: slrconsulting.com

/2 /2

:2 :0

P

M

3/16" = 1'-0"

A3.1

EXTERIOR

ELEVATIONS

K e n t

M e m o ri a l L ib ra ry

11/1/21

SDH

LJW

N o rt h M a in

S tr e e t, K e n t, C

T

10/15/25

0 4 8 16

3/16" = 1'-0" G1

SOUTH ELEVATION

12' - 5 1/2"

NEW Level 1 FF 0' - 2 3/4"

FLASHING AT HORIZONTAL PANEL JOINT, TYPICAL

D1

A4.4

A6.4 E1

SELF-SUPPORTING, PAINTED (GALVANIZED)

STEEL FIRE ESCAPE, COLUMN SUPPORTS,

CARRIAGES, TEREADS, CLOSED RISERS,

GUARDRAIL WITH SPINDLES, HANDRAIL,

ROOF DECK STRUCTURE BY SOE SOURCE

FABRICATOR

BRACE FIRE ESCAPE STAIR TO BUILDING

STRUCTURE @ ROOF STRUCTURE AND AT

CARRIAGE/PLATFORM, TYPICAL. lAG

BRACES TO SOLID FRAMIN THROUGH

SIDING ASSEMBLY. iF ATTACHING TO

EXISTING MASONRY WALL, THROUGH BOLT

TO INTERIOR AND PROVIDE SOLID 2X

BLOCKING AGAINST MASONRY WALL.

127C 126C

02b.Firehouse Second

12' - 5 1/2"

D5

A4.4

G8

A5.2

NEW Level 1 FF 0' - 2 3/4"

127B ci4-1

A10.5 D9

A10.5 B9

211B 211C 211D

127A 127C 127A

211A

TYP OF 3

211E 211F

Contract Date

Drawn by

Checked by

Revisions & Notes

Code

Structural

MEP

Scale

Salamone & Associates, P.C.

116 North Plains Industrial Road Wallingford, CT 06492 P: 203 281 6895 F: 203 287 8728 W: salamoneassoc.com

Morrissey Engineering, LLC 58 Essex Street Deep River, CT 06417 P: 860 532 0312 W: morrisseyengineers.com

Sparc Fire Protection Engineering P: 203 391 6633, 212 392 5868 W: sparcfp.com

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G Issue Date

L I N E W I L L M E A S U R E 0' - 4" A T F U L L S C A L E

Civil

SLR International Corporation 99 Realty Drive Cheshire, CT 06037 P: 203 271 1773 W: slrconsulting.com

/2 /2

:2 :0

P

M

1/4" = 1'-0"

A3.6

FIREHOUSE

ELEVATIONS

SOUTH &

WEST

K e n t

M e m o ri a l L ib ra ry

11/1/21

ADP

LJW

N o rt h M a in

S tr e e t, K e n t, C

T

10/15/25

0 2 4 8

1/4" = 1'-0" D3

FIREHOUSE - SOUTH

1/4" = 1'-0" G3

FIREHOUSE - WEST

GENERAL BOARD & BATTEN NOTES:

1. BOARD & BATTEN FIBER CEMENTITIOUS SIDING.

2. FLASH ALL PANEL TERMINATIONS AND TRANSITIONS

12' - 5 1/2"

D5

A4.4

NEW Level 1 FF 0' - 2 3/4"

FENCE, HIDDEN FOR CLARITY.

REFER TO ARCHITECTURAL

SITE DRAWINGS.

A3.7 G1

A3.7 C1

G4

A4.4

288 SI LOUVER,

TYPICAL U.N.O.

215 214

211H 211G

02b.Firehouse Second

12' - 5 1/2"

NEW Level 1 FF 0' - 2 3/4"

D1

A4.4

212213

INFILL

STRUCTURAL

MASONRY WALL

BEHIND

NEW ELECTRIC METER - CENTER BETWEEN BATTENS

ci4-1 ci4-1 ci4-1 ci4-1

COLLECTORHEAD AND

DOWNSPOUT TO ROOF

1' - 9 1/2"1' - 9 1/2"

0' - 2 1/2"

TYPICAL

BATTON

DIMENSIONS

0' - 5 1/2"

02b.Firehouse Second

12' - 5 1/2"

NEW Level 1 FF 0' - 2 3/4"

FLASHING 8" UP FACE OF

WALL, 2" EXPOSED LEG

BELOW CEMENTITIOUS

SIDING AND BATTENS

5/4" CEMENTITIOUS FIBER

CORNER TRIM

3/4" HORIZONTAL HEAD TRIM, TYPICAL

2 1/2" X 5/8" FIBER CEMENT BATTENS, TYPICAL

FIBER CEMENT PANELS

CONTINUOUS FLASHING ACROSS

TRIM HEAD AND PANEL JOINT

0' - 5 1/2"

0' - 5 1/2"

0' - 5 1/2"

0' - 1 15/16"

/2

0' - 2 1/2"

1' - 9 1/2"

0' - 2 1/2"

SILL MIN. 4" ABOVE ROOF FINISH

0' - 5 1/2"

UNINSULATED ROOF EXTENSION

Contract Date

Drawn by

Checked by

Revisions & Notes

Code

Structural

MEP

Scale

Salamone & Associates, P.C.

116 North Plains Industrial Road Wallingford, CT 06492 P: 203 281 6895 F: 203 287 8728 W: salamoneassoc.com

Morrissey Engineering, LLC 58 Essex Street Deep River, CT 06417 P: 860 532 0312 W: morrisseyengineers.com

Sparc Fire Protection Engineering P: 203 391 6633, 212 392 5868 W: sparcfp.com

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G Issue Date

L I N E W I L L M E A S U R E 0' - 4" A T F U L L S C A L E

Civil

SLR International Corporation 99 Realty Drive Cheshire, CT 06037 P: 203 271 1773 W: slrconsulting.com

/2 /2

:2 :1

P

M

As indicated

A3.7

FIREHOUSE

ELEVATIONS

NORTH &

EAST

K e n t

M e m o ri a l L ib ra ry

11/1/21

ADP

LJW

N o rt h M a in

S tr e e t, K e n t, C

T

10/15/25

0 2 4 8

1/4" = 1'-0" G4

FIREHOUSE - EAST

1/4" = 1'-0" D4

FIREHOUSE - NORTH

1/2" = 1'-0" C1

FIREHOUSE - FIBER CEMENT SIDING ENARGED ELEVATION

1/2" = 1'-0" G1

FIREHOUSE - FIBER CEMENT TRIM ENLARGED ELEVATION

NEW Level 1 FF 0' - 2 3/4"

M

IN

NEW CONNECTOR WALL

1/2" GWB (OR MRGWB IN BATHROOM)

2x6 WOOD STUD

1/2" SHEATHING

4" RIGID INSULATION

1/2" SHEATHING

AIR BARRIER

CEMENTITIOUS SHIPLAP SIDING

1x10 FIBER CEMENT

TRIM

FLASHING

CEMENTITIOUS BOARD -

EXTEND 2' - 0" ABOVE GRADE

FINIS…