Addendum 4 drawings - 2025-11-24.pdf

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

:0

:2

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 2

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

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 2

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

2 Revision 2 11/24/25

1 1

BULLETIN BOARD

MTL

CHANNEL

1' - 0"

BULLETIN BOARD

5 1/2" TIGHT JOINT

SMOOTH SIDING

TYP.

/4

DOUBLE H/C DOOR BUTTON

D1

A4.1

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

G4

A4.3

G4

A5.3

C4

A4.3

G4

A4.3

FOR WINDOWS, SEE /D1 A10.5

C4

A4.3

9" WOOD BASE, PAINTED

C1

A5.4

D1

A10.5

G1

A4.4

CLOSED UNDER

STAIR - RATED

CUSTOM WOOD

HANDRAIL

G6

A9.2

Sim

FOR STAIR DETAILS, SEE /C6 A8.2

02b.Firehouse Second

12' - 5 1/2"

D1

A10.5

TO MEN'STO WOMEN'SELEVATOR

ELEVATOR

TO STACKS

TO COMMUNITY ROOM

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

MRGWB

GWB

ALUM WINDOW SYSTEM

NN

G1

A4.4

B.O. EXG STRUCTURE

BEYOND

B.O. EXG FLOOR

BEYOND

A8.1 G1

/4

PIERS BEHIND AT STAIR

ALIGN

D1

A4.1

G1

A4.3

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

C1

A5.4

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

:0

:2

P M

1/4" = 1'-0"

A7.2

INTERIOR

ELEVATIONS

LOBBY &

VESTIBULE

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 1 2 40 1 2 4

1/4" = 1'-0" B1

VESTIBULE - NORTH

1/4" = 1'-0"

B2

VESTIBULE - NORTHEAST

1/4" = 1'-0" B3

VESTIBULE - EAST

1/4" = 1'-0"

B4

VESTIBULE - SOUTH

1/4" = 1'-0" B5

VESTIBULE - WEST

1/4" = 1'-0" G4

LOBBY - EAST

1/4" = 1'-0" D6

LOBBY WEST ALCOVE - WEST

1/4" = 1'-0"

D4

LOBBY ELEVATIONS

N O T E :

VESTIBULE AND LOBBY WINDOWS

AND DOORS: HOPE'S THERMAL

STEEL WINDOW AND DOOR SYSTEM

1/4" = 1'-0" G1

LOBBY - NORTH THRU STAIR

1/4" = 1'-0"

G6

LOBBY - SOUTH

1/4" = 1'-0" D5

LOBBY WEST ALCOVE -

SOUTH

1/4" = 1'-0" D7

LOBBY - NORTH INTO CIRCULATION

1/4" = 1'-0"

D2

LOBBY SOUTH ALCOVE -

SOUTH

1/4" = 1'-0" D3

LOBBY SOUTH ALCOVE -

WEST

1/4" = 1'-0" D1

LOBBY SOUTH ALCOVE -

EAST ALCOVE

1/4" = 1'-0" D8

LOBBY - CHILDREN'S ROOM

ENTRY

No. Description Date

2 Revision 2 11/24/25

TV MONITOR

(OPTIONAL)

CURVED CIRCULATION DESK

WINDOWS TO

CHILDREN'S ROOM

DOOR TO

CHILDREN'S ROOM

CURVED HANGING SOFFIT

GWB

WOOD SHELVING, NATURAL FINISH

COPY / PRINT BEHIND

RAMP BEYOND

TECTUM

P

ANELS TECTUM PANELS

GWB CEILING

D4

A9.2 5' - 6"

GWB

FIVE ADJUSTABLE SHELVES EACH

READING ROOM FF

S L O

D E

D O

W N

GWB

TECTUM

TO LOBBY

RAIL TO MATCH MAIN

LOBBY STAIR

TO COMMON / TECH SERVICES

LINE OF

TRIM

FIXED SHELVING

(FURNITURE)

ARCH

OPENING

D2

A9.2

FIVE EQUAL SPACES

3' - 0"

SHELVING

(FURNITURE)

GWB

PNT WOOD TRIM

(FUTURE DONOR NAME WALL)

A9.2 D2

A9.2 D1

D1

A9.2

OPEN

GWB

7' - 6"

4' - 6 3/4"

FIVE ADJUSTABLE

SHELVES

FOUR ADJUSTABLE

SHELVES

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

:0

:2

P M

1/2" = 1'-0"

A7.3

INTERIOR

ELEVATIONS

CIRCULATION

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

1/2" = 1'-0" C6

CIRCULATION - EAST

1/2" = 1'-0" G4

CIRCULATION - WEST 0 1 2 4

1/2" = 1'-0" E1

CIRCULATION RAMP SOUTH

1/2" = 1'-0" C1

CIRCULATION - NORTH

1/2" = 1'-0" G1

NEW ACQUISITIONS - SOUTH

1/2" = 1'-0" E6

NEW ACQUISITIONS - WEST

No. Description Date

2 Revision 2 11/24/25

1/2" = 1'-0" G8

CIRCULATION NORTH

G6

A9.2

M

IN

C L

E A

R A

N C

E

CEILING UNDER STAIR AND LANDING:

1" TECTUM ON 1/2" GWB

HANDRAIL TO HAVE

GENTLE 2'-0" RADIUS

AT JOINS, TYP

RATED UNDER STAIR

1' - 11"

/2

2' - 2 5/8"

G1

A8.3

C6

A8.2

G9

A8.3

C

A8.2 G1

PIER 1 PIER 2 PIER 3

A8.2 G3

D6

A8.3

1 HOUR RATED

G1

A8.3

WALL BELOW

2x4 WOOD STUD

1 HOUR RATED INSIDE

A L

IG

N G

W B

F

IR

S

T T

R E

A D

ALIGN GWB,

EDGE OF STAIR,

& FACE OF

GLASS GUARD

G1

A8.3

C

EDGE OF GLASS

RAIL STAIRS

ABOVE

4x4 POST

TWO LAYERS

5/8" FIRE X GWB

G6

A9.2G1

A8.2

G3

A8.2

D6

A8.3

G8

A9.2

T Y

P

1x12

TRIM

OPEN

OPEN

OPEN

XGWB

ALIGN

SPRING POINT

OPEN

/2

F4

A8.2

D4

A8.2

GLASS RAIL

1' - 0" TYP

RAIL BEYOND

2 6

2 6

/4 "12' - 7 3/4"

1/2" GWB

1X12

ALIGN WITH

FINISH CEILING

2X6

FRAMING

GWB

2X4

WALL

2 4

2 4

2 4

9 1/4"9 1/4"

1 3/4"1 3/4"

EXTERIOR

TRIM

EXTERIOR

SIDING

1/2" PLY

TECTUM

INSULATION

1/2" = 1'-0" G6

LOBBY - STAIR 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

:0

:2

P M

As indicated

A8.2

LOBBY STAIR

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

1/2" = 1'-0" C6

LOBBY STAIR SECTION - LOOKING NORTH

1/2" = 1'-0" B1

LOBBY STAIR - FIRST FLOOR

1 1/2" = 1'-0" G1

LOBBY STAIR - PIER 1

1 1/2" = 1'-0"

G3

LOBBY STAIR - PIER 2

No. Description Date

2 Revision 2 11/24/25

1 1/2" = 1'-0" F4

FLOATING STRUCTURE

1 1/2" = 1'-0" D4

EDGE OF DORMER

02b.Firehouse Second

12' - 5 1/2"

EDGE OF STAIR

& FACE OF GWB

EDGE OF STAIR &

FACE OF GLASS GUARD

1x12 WOOD TRIM

CUT FOR STAIRS

A8.3 G6

6' - 0"

4x4 POST IN PIER 2

CEILING UNDER

STAIR AND LANDING:

STRINGER

STAIR TREAD

A8.3 D6

Sim

ALIGNMENT NOTE:

1/2" GLASS GUARD AND

1/2" GWB ON PIERS ALIGN

WOOD TRIM

2 6

GLASS RAIL

3/4" SOLID TREADS

AND RISERS

WOOD

FRAMED

STAIRS

2 6

2 6

2 3

2 4

2 6

2 6

2 6

10 10

2 2

1/2" PLYWOOD

1/2" TEMPERED GLASS

SCREW AND WASHER IN

COUNTERBORE, 2 THUS

STAIR TREAD WITH RUBBER FINISH

GWB ON 2x4 WOOD

STUD WALL

STAIR BEYOND

GLAZING TAPE -

BACK AND BOTTOM

/2

TWO LAYERS FIRE X

GWB UNDER

STAIRS

3/4" 11 PLY PLYWOOD

5/4" STRINGER

2 6

/2

/8

G9

A8.3

C

G1

A8.2

G3

A8.2

GWB WALL

GLASS GUARD

LANDING BEHIND

D6

A8.3

A8.3 C1

G8

A9.2

1 HOUR

RATED

UNDER

STAIR

TYP

0' - 7 5/8"

R=31" TYP

TOP OF

LIGHT

WALL

2' - 0 1/2"

OPEN

1X12 TRIM

F4

A8.2

OPAQUE GLASS

EQ 1 EQ 1

EQ 2EQ 2EQ 2

AREA THAT OVERLAPS WALL

AND LANDING: PAINT ON

BACK SIDE (AGAINST WALL)

CLEAR GLASS

CLEAR GLASS

OPAQUE GLASS

CLEAR GLASS

A B

O V

E N

O S

IN

G

BUTT TO DORMER WALL 1/4" GAP

NOTE: DRILL FOR HANDRAIL ATTACHMENT

G8

A9.2

LINE OF

STRUCTURE

BEYOND

LINE OF STAIR

BEHIND

NOTE:

REAR SURFACE OF

GLASS TO BE UNIFORM

OPAQUE COLOR

(SELECTED BY

ARCHITECT) PAINT, FRIT

OR FILM (NO BUBBLES)

EDGE OF OPAQUE TO

ALIGN WITH SURFACE

BEYOND. GAPS TO BE

UNIFORM 1/4" TYPICAL.

2'

7/

1/4" GAP TO

COLUM

SURAFCE

ALIGN

STAIR SIDE

GLASS

FACE TO

FACE OF

COLUMN

F4

A8.2

WALL

WALL

1/2" x 1" BLOCKS @ 8" O.C.

3/8" RESIN PANEL

LED SHEET

1/2" PLYWOOD

SAME ALL FOUR SIDES

OF PIER

OPEN

A

IR

TYP 1x9" WOOD

BASEBOARD

ATTACHMENT BUTTONS

MACHINE SCREW

INSERTS - COORDINATE

WITH LED SHEETS

5/8" SPACERS

/2

@ 8" O.C.

0' - 1" DRILLED HOLE

@ 8" O.C.

0' - 0 1/2" DRILLED HOLES

1/4" x 1" BLOCKS, PAINT FLAT BLACK

0' - 0 1/4"

OPEN

6' - 0"

2 6

2 3

2 6

2 4

1/2" = 1'-0" G1

LOBBY STAIR SECTION - LOOKING 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

:0

:3

P M

As indicated

A8.3

LOBBY STAIR

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 1/2" = 1'-0" G9

LIGHT WALL SECTION

3" = 1'-0" D6

LOBBY STAIR GUARD MOUNT

1/2" = 1'-0"

C1

GLASS GUARD ELEVATION

6" = 1'-0" G6

LIGHT WALL DETAIL

No. Description Date

2 Revision 2 11/24/25