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

:4

A 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

General

T1 TITLE SHEET

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

Architectural

A1.0 BASEMENT AND FOUNDATION PLAN

A1.1 FIRST FLOOR PLAN OVERALL

A1.1A FIRST FLOOR PLAN - NORTH

A1.1B FIRST FLOOR PLAN - SOUTH

A1.2 SECOND FLOOR PLAN COMMUNITY ROOM

A1.3 ROOF PLAN

A2.1A REFLECTED CEILING PLAN - NORTH

A2.1B REFLECTED CEILING PLAN - SOUTH

A2.2 FIREHOUSE SECOND FLOOR RCP

A3.1 EXTERIOR ELEVATIONS

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

A5.4 SECTION DETAILS - CONNECTOR

A5.5 PLAN DETAILS - CONNECTOR

A5.6 MECHANICAL SHAFT

A5.7 ROOF DETAILS - EXG LIBRARY AND GENERAL

A5.8 ROOF DETAILS - CONNECTOR

A5.9 EXTERIOR DETAILS

KENT MEMORIAL LIBRARY

Kent, Connecticut

Sheet Number Sheet Name

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

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

A8.2 LOBBY STAIR

A8.3 LOBBY STAIR

A8.4 COMMUNITY ROOM DETAILS

A9.1 MILLWORK - CIRCULATION DESK

A9.2 MILLWORK DETAILS

A10.1 ROOM FINISH SCHEDULE

A10.2 DOOR SCHEDULE & TYPES

A10.3 WINDOW SCHEDULES

A10.5 ALUMINUM WINDOWS & WINDOW WALL

A10.7 WALL TYPES & SCHEDULE

A11.1A FIRST FLOOR DIMENSION PLAN - NORTH

A11.1B FIRST FLOOR DIMENSION PLAN - SOUTH

A11.2 SECOND FLOOR DIMENSION PLAN

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

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

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

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

UP

UP

DN

DN

UP

UP

DN

DN

UP

497 SF

READING ROOM

50B 36"

36"

36"

36"

36"

36"

36"

NON-EGRESS

149 SF

CHILDREN'S DOUBLE OFFICE

150B

182 SF

YOUNG ADULT

15B

407 SF

CHILDREN'S AREA

118A

50A-3

118 SF

MTG RM 1

15B

117 SF

MTG RM 2

15B

1405 SF

ADULT STACKS

100A-3

59 SF

FAMILY BATHROOM

150B

94 SF

PROGRAM

150B

464 SF

TECH SERVICES

150B

125 SF

CIRCULATION

150B

144 SF

DIRECTOR

150B

94 SF

ADMIN ASST

150B

601 SF

LOBBY

150B

94 SF

VESTIBULE

150B

121 SF

MECHANICAL

300S-2

155 SF

MEN'S BATHROOM

150B

218 SF

WOMEN'S BATHROOM

150B

102 SF

ELEC

300S-2

363 SF

NEW MATERIALS

150B

614 SF

CHILDREN'S STACKS

118B

100A-3

344 SF

COMMON

150B

33 SF

COPY/PRINT

150B

GROSS BUSINESS

AREA 1/150=

OCCUPANCY 3

GROSS BUSINESS

AREA 1/150= 1488 gsf

@ 150 SF/OCC = 10

36"

CHILDRENS ROOM OCCUPANCY IS

CALCULATED AS PARTIAL STACK

AREA @ 100 GSF, AND PARTIAL

ASSEMBLY AREA WITH TABLES,

CHAIRS @ 15 NSF.

36"

TD: 83' - 5"

TD: 89' - 0"

MAX TD: 76'

CP TD: 33' - 5"

509 SF

EXG LOFT

150B

630 SF

COMMUNITY ROOM

7A-1

138 SF

STORAGE

300S-2

107 SF

WARMING PANTRY

300S-2

53 SF

H/C UNISEX

150B

TD = 77' - 2"

COMMUNITY ROOM IS CALCULATED

AS NET AREA OF OCCUPIABLE

SPACE AFTER WALLS, AND

REQUIRED EGRESS PATHS AND

AISLES REQUIRED TO REMAIN OPEN

ARE SUBTRACTED. MAXIMUM

OCCUPANCY FOR ASSEMBLY WILL

BE POSTED AT ENTRY.

23 SF

EXG UNISEX

150B

MAX TD = 108'

TD = 117' - 8"

EXIT TO GRADE

MAIN BUILDING ENTRANCE

BUILDING ENTRANCE

CODE PLAN LEGEND

MAXIMUM TRAVEL DISTANCE

DEAD END TRAVEL DISTANCE

MAX TD = X' - X"

COMMON PATH TRAVEL DISTANCE

1 HOUR HORIZONTAL ASSEMBLY - SEE ROOM SCHEDULE A10.1

& DOOR SCHEDULES A10.2 & 10.3

NOTE:

1. SPACES RATED FOR FIRE INCLUDES WALLS, CEILINGS,

STRUCTURE, AND FLOORS.

2. RATED OPENINGS INCLUDE COMPLETE ENCLOSURE.

DE TD = X' - X"

CP TD = X' - X"

1 HOUR RATED ASSEMBLY WITH 3/4 HOUR RATED OPENINGS

ROOM NAME

150 SF

x 0B

ROOM NUMBER

ROOM SQUARE FOOTAGE

OCCUPANT LOAD

OCCUPANT LOAD FACTOR

GROUP CLASSIFICATION

36" DOOR WIDTH

APPLICABLE CODES/STANDARDS

The subject building will be analyzed with respect to fire protection and life safety provisions of the following current codes and standards adopted in the state of Connecticut:

• International Building Code, 2021 Edition (IBC)

• As adopted and amended by the 2022 Connecticut State Building Code.

• International Existing Building Code, 2021 Edition (EBC)

• As adopted and amended by the 2022 Connecticut State Building Code.

• The International Fire Code, 2021 Edition (IFC)

• As adopted and amended by Part III of the 2022 Connecticut Fire Safety Code.

• NFPA 101, 2021 Edition

• As adopted and amended by Part IV of the 2022 Connecticut Fire Safety Code.

• Fire Code, NFPA 1, 2021 Edition

• As adopted and amended by the 2022 Connecticut Fire Prevention Code.

OCCUPANCIES AND USES

Occupant Load per Floor:

HEIGHT AND AREA

Type VB construction type as defined by IBC, Section 602.5 appears to be the existing library construction type and is used for this analysis.

Type VB construction permits 60 ft. height for fully sprinklered buildings and two-stories (Table 504.3 & 504.4).

The library has a total area of 11,320 square feet (1,272 gross sq. ft. Basement; 8,181 gross sq. ft. Ground Floor; 1,867 gross sq. ft. 2nd Floor).

FIRE-RESISTANCE RATING (INTERIOR)

The required fire-resistance ratings for specific interior elements or spaces are indicated in the table below. The separations are required to be made with fire barriers and/or horizontal assemblies complying with Sections 707 and 711, respectively.

Fire-Resistance Rating of Elements or Spaces:

PENETRATIONS

Smoke dampers are required to be Class I or II leakage rated and elevated temperature rating of not less than 250°F [BC 717.3.2.2]. Where combination fire/smoke dampers are installed, they are required to meet both requirements for smoke and fire dampers.

FIRE PROTECTION SYSTEMS

The requirements for fire protection systems are found in Chapter 9 of the BC. Sprinkler systems and fire alarm systems are required based on the occupancy.

The library will not be required to have a standpipe system, as the highest occupied floor is less than 30 ft. above the lowest point of fire department access.

FIRE ALARM AND DETECTION SYSTEMS

Fire alarm and detection to be provided through the building as required by the BC for new construction.

Manual fire alarm boxes (e.g. pull stations) are not required when the building is fully sprinklered.

System is still required one (1) manual pull station at an approved location per 907.2.

A fire alarm and emergency voice/alarm communication system is not required to be provided in the library in accordance with Section 907.2.1 and 907.5.2.2, as the occupant load is less than 1,000.

MEANS OF EGRESS

The requirements of BC Chapter 10 will be used to determine the means of egress requirements of the library.

EGRESS CAPACITY

PLUMBING FIXTURE COUNTS

Provided:

CODE INFORMATION

Occupancy Use Group Occ. Load factor Function of Space

Assembly A-1 7 net Assembly without fixed seats - Concentrated (chairs only -- not fixed)

Assembly A-1 15 net Assembly without fixed seats - Unconcentrated (tables and chairs)

Assembly A-3 100 gross Library (stack area), art gallery

Assembly A-3 50 net Library (reading room)

Business B 150 gross Offices

Business B 15 net Assembly without fixed seats (small conference rooms)

Storage S-2 300 gross Low-hazard accessory storage areas, mechanical equipment rooms

Element or Space Ratings (hr)

Enclosure of Vertical Exits [1023.2 BC] 1 (Less than 4 stories)

Hoistways and Shafts [713.4 BC] 1 (penetrating fewer than 3 stories)

Structural Members Supporting a Wall or other Same as the required fire-resistance rating of the wall/barrier supported, but not less fire-resistance construction [704.1 BC] than the rating required for the member by the construction classification.

Male WC Female WC Unisex Lavatory Drink Fount. Serv. Sink

3 3 3 9 2 1

Component Required Width Minimum Width Provided Width

Stairs 0.3 in/occupant 44 in 44" minimum

Doors 0.2 in/occupant 32 in clear 32" minimum

Corridors 0.2 in/occupant 44 in - 24 in for MEP equip

Ramps 0.2 in/occupant 36 in 51 in

Aisles 0.3 in/occupant 36 in 36 in minimum

Level Occupancy Load

Basement 4

First Floor 96

Loft 5

Second Floor 95

Total 210

540 SF

EXG MECH / ELEC

300S-2

588 SF

MECH / ELEC

300S-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

:3 :4

A

M

As indicated

T2

LIFE SAFETY

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, 10/15/25

1/16" = 1'-0" D1

CODE First Floor

1/16" = 1'-0" G1

CODE Second

1/16" = 1'-0" F5

CODE Basement

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.

Y

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

FROM ANY DAMAGE

TYP.

M A

IN

S

T R

E E

T

EXISTING VILLAGER

RETAURANT

EXISTING ASPHALT TO

REMAIN FOR STAGING

DURING CONSTRUCTION,

AS NEEDED.

ASPHALT TO BE REMOVED

FOR FINAL SITE

TREATMENTS

REMOVE STOOP 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. DOOR AND WINDOW WITH ROT ARE TO BE REMOVED IN THEIR ENTIRETY

BRACE OPENINGS AS REQUIRED

4. ALUMINUM AND VINYL SIDING TO BE REMOVED ENTIRELY

5. BUILDING ATACHMENTS ARE TO BE CAREFULLY REMOVED TO NOT

INCREASE EXISTING DAMAGE TO THE SUBSTRATE

PROPERTY LINE AND

CONTRACT LIMIT LINE

REMOVE EXISTING SPLIT RAIL

FENCE TYP.

REMOVE EXISTING CHAIN LINK

FENCE TYP.

SYMBOLS

W

Z

X

V

REMOVE

EXISTING

BITUM PAVING

AND SUBBASE

REMOVE PAD

AND BASE

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

:3 :4

A

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, 10/15/25

1/8" = 1'-0"

DEMO 1a First Floor

0 4 8 16

PROJECT

PROTECT

EXISTING

MILLWORK

AND

FINISHES:

INCLUDING

FLOOR AND

CIELING

COORDINATE

DEMO WITH

STRUCTURAL

AND MEP

DEMO TYP.

Y

REMOVE

ENTRY

PORTICO

PROTECT

ENTIRE

FRONT

SLATE

ROOF

REMOVE ALL

ROOFING TO

PLYWOOD

SHEATING

REMOVE

FRONT

AWNING TO

BUILDING

FRAME

COORDINATE

ROOF AND

TRUSS

REMOVAL WITH

STRUCTURAL

REMOVE ALL

EXISTING

ROOFING TO

PLYWOOD

SHEATING

W

Z

X

V

REMOVE EXISTING

CEILING AND ALL

RELATED FIXTURES

WIRE, REGISTERS

AND DUCTWORK

REMOVE

FRONT

AWNING

STRUCTURE

TO BUILDING

FRAME

REMOVE FIRE

ESCAPE

X

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

:3 :4

A

M

1/8" = 1'-0"

D1.2

SECOND

FLOOR AND

ROOF

DEMOLITION

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, 10/15/25

1/8" = 1'-0" D1

LIBRARY SECOND FLOOR DEMO PLAN

1/8" = 1'-0" F4

ROOF DEMO PLAN

1/8" = 1'-0"

F2

FIREHOUSE SECOND FLOOR DEMO PLAN

1/8" = 1'-0" B1

BASEMENT DEMO PLAN

0 4 8 16

PROJECT

1 Revision 1 Date 1

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 KILL

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

:3 :5

A

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, 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

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 HEAT PUMPS

ON CONC PADS

GRASS

GRASS

GRASS

GRASS

NEW 6' FENCE

E X

G S

I D E

W A

L K T

O R

E M

A I N

GATE

GATE

BOOK

DROP

HARDSCAPE A

EXISTING

CHARGE

STATION

TO REMAIN

CL&P 5653

CATCH

BASIN

S I D

E W

A L

K

S T

R E

E

P

A R

K I N

G

N O

R

H

M A

I N

S

R

E E

T

C R O S S W A L K

E X

G T

R A

I N T

R A

C K

S

E X

G G

R A

V E

L P A

R K

I N G

A R

E A

L I B R A R Y A V E N U E

P R

O P

E R

T Y

LIN

E

P R

O P

E R

T Y

L

IN

E

DONOR BRICKS

DONOR BRICKS

TRENCH DRAIN - DRAIN TO CATCH BASIN

T H E V I L L A G E R

EXISTING

SIGNS TO

REMAIN

EXISTING

FLAGPOLE

TO REMAIN

(5) NEW

STREET TREES

FIREHOUSE

ORIGINAL

LIBRARY

ADDITION

ADDITION

NEW CONNECTOR

NEW OPEN FIRE STAIR

E

(APPLE TREE TO

BE REMOVED

BY KML)

EXG ELM

TO REMAIN

(ELM TREE

REMOVED)

MOW STRIP WITH

RIVER ROCK

CONCRETE

PAD

CONCRETE

MOW STRIP WITH STONE

ELECTRICAL

ROOM

CUSTOM RAIN

WATER CONDUCTOR

CUSTOM RAIN

WATER CONDUCTOR

CANOPY ABOVE

LOCATION

OF TANK

REMOVAL

(2) 12" DIAMETER, 3' TALL

CONC FILLED BOLLARDS

NEW PADMOUNT

TRANSFORMER ON

NEW CONC PAD

' - 0

E X

G C

U R

B C

U T

REMOVE

STUMP

S H

E D

PROTECT ROCK AND PLAQUE

REMOVE STUMP

METER

FREESTANDING

INLET FIRE DEPT

CONNECTION

H A

R D

S C

A P

E B

398' - 0 1/4"

399' - 0 3/4"

399' - 0 3/4"

SLIGHT PITCH UP

GRASS

BITUMINOUS PAVING -

SERVICE ACCESS

GRAVEL STRIP

6' FENCE

HARDSCAPE A

(10) LIGHTING BOLLARDS

6" RAISED CONCRETE CURB

FLUSH CONCRETE CURB

6" RAISED CONCRETE CURB

GRASS

FLUSH CURB

CONCRETE

8' - 0" TYP

(5) NEW

STREET TREES

C O

N C

R E

T E

P A

T H

CONCRETE PATH

CONCRETE PATH

C O

N C

R E

T E

P A

T H

' F

E N

C E

399' - 0 3/4"

399' - 0 3/4"

399' - 1 3/4"

399' - 1 3/4"

399' - 1 3/4"

399' - 1 3/4"

MATCH LINE

HARDSCAPE A

SITTING WALL - SLOPE WITH WALK

E8

AS1.0

4' - 0"

4' X 6' GATE WITH LOCKING

(EXTERIOR ONLY) LATCH

SET, TYPICAL OF 2.

EXISTING

MOUNTED

LIGHTS TO

REMAIN -

PROTECT

NEW BURIED

POWER LINES

PROVIDE

SUPPORT AND

THRUST BLOCKS

AS REQUIRED

R = 4' - 6"

DOOR

EXG FIXTURE FIT

FOR LED AT 1

LUMEN ON THE

GROUND, DIMMER

EQ2 EQ2 EQ1 EQ1 EQ11' - 6"

EDGE OF

OVERHANG

EXTERIOR LED STRIP

UNDER OVERHANG

DIMMED

HANDICAP

BUTTON ON

STONE POST

NEW BURIED

POWER AND

COMMUNICATION

LINES

LED STRIP

LIGHTS UNDER

CANOPY

5' - 3 7/16"

NOTES:

1. THE PROPERTY LINE IS THE

CONTRACT LIMIT LINE.

2. COORDINATE PARKING OF LABOR

AND SUBS WITH OWNER AND

STRICTLY ENFORCE.

B6

AS1.0

E6

AS1.0

A5.9 D1

Sim

' - 6

' - 6

' - 6

' - 6

A L

IG

N

W

IT

H P

A T

H

G6

AS1.0

5' - 0"

' - 0

A L

IG

N

F A

IR

C

U R

V E

5' - 0"

G4

AS1.0

5' - 0"

PLANT LIST:

Street Trees:

Chinese Elm: Ulmus Parvifolia @ 6” caliper Lawns:

Local cultivars: assuming a broad mix that does not require fertilizer or weed killers.

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

:3 :0

A

M

1/8" = 1'-0"

AS0.1

SITE PLAN

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, 10/15/25

0 4 8 16

PROJECT

1/8" = 1'-0" G1

SITE PLAN

CONCRETE WALKS AND PADS SHALL BE CAST-IN-PLACE

ARCHITECTURAL CONCRETE, LIGHT BROOM FINISHED PERPENDICULAR

TO DIRECTION OF TRAVEL, UNIFORM IN TEXTURE AND APPEARANCE.

PROVIDE SMOOTH TROWEL FINISHED EDGES AT ALL EXPOSED JOINTS

AND PERIMETER CONDITIONS.

TOOLED CONTROL JOINTS AT MAXIMUM 5'-0" SPACING UNLESS

OTHERWISE INDICATED.

MINIMUM CONCRETE THICKNESS 4 INCHES UNLESS NOTED OTHERWISE;

REINFORCE WITH WELDED WIRE FABRIC OR REINFORCING BARS WHERE

SHOWN. REFERENCE DIVISION 03 – 033000 CAST-IN-PLACE CONCRETE

CONCRETE BRICK PAVERS

PROVIDE LABOR, MATERIALS, AND INSTALLATION OF CONCRETE BRICK

PAVERS, INCLUDING SUBBASE, BEDDING, AND EDGE RESTRAINTS.

A. CONCRETE PAVERS – PLAZA BRICKS:

BASIS OF DESIGN: NICOLOCK – HOLLAND STONE.

SIZE: NOMINAL 4 X 12 IN., FULL DEPTH.

FINISH: SMOOTH.

PATTERN: HERRINGBONE.

COLORS: AUTUMN BLEND OR FIRE ISLAND BLEND.

ALTERNATES: BELGARD – HOLLAND STONE OR UNILOCK – HOLLAND

PREMIER OF COMPARABLE SIZE AND COLOR.

B. DONOR BRICKS:

BASIS OF DESIGN: POLAR ENGRAVING BRICK & TILE ENGRAVERS, 6166

TAYLOR ROAD, SUITE 105, NAPLES, FL 34109.

SIZES AND DISTRIBUTION: 4 X 4 IN. (70 %), 8 X 8 IN. (20 %), 12 X 12 IN. (10

COLOR: RED QUARRY.

LAYOUT: RUNNING BOND OR STACK BOND.

ENGRAVING: AS APPROVED BY OWNER.

PROVIDE SHOP DRAWING FOR PATTERN AND COLOR DISTRIBUTION. LAY

PAVERS TO PATTERN PER APPROVED SHOP DRAWINGS WITH

DIRECTION BY OWNER FOR DONOR NAME PLACEMENT.

CUT UNITS NEATLY TO FIT EDGES AND OBSTRUCTIONS. MAINTAIN

UNIFORM JOINTS. COMPACT SURFACE WITH PLATE TAMPER; FILL JOINTS

WITH JOINTING SAND.

SURFACE VARIATION NOT TO EXCEED ⅜" IN 10'.

SWEEP SURFACE CLEAN; PROTECT FINISHED PAVEMENT FROM DAMAGE

UNTIL SUBSTANTIAL COMPLETION.

C. BASE AND BEDDING:

SUB-BASE: REFER TO CIVIL DRAWINGS AND SPECIFICATIONS FOR SUB

BASE PER PAVER MANUACTURER'S RECOMENDED INSTALLATION BUT

NOT LESS THAN 8 TO 12" COMPACTED AGGREGATE FOR VEHICULAR

AREAS.

BEDDING: 1 " LAYER OF BEDDING SAND OR CRUSHER DUST.

EDGE RESTRAINTS: METAL OR CONCRETE CURB TYPE AS INDICATED.

EXCAVATE TO REQUIRED DEPTH; COMPACT SUBGRADE PER CIVIL

REQUIREMENTS.

STEEL EDGING

PROVIDE STEEL EDGING AT MOW STRIPS AND PLANTING BEDS.

MATERIAL: COR-TEN WEATHERING STEEL.

THICKNESS 3/16", TYPICAL DEPTH 9 INCHES BELOW GRADE WITH 1/2 TO 1

INCH REVEAL ABOVE FINISHED GRADE.

SECURE EDGING WITH STEEL STAKES/ANCHORING PINS OF SAME

MATERIAL, INSTALLED FLUSH WITH TOP OF EDGING. PROVIDE STAKES

AT 24 " O.C., AND WITHIN 4" OF CORNERS.

PROVIDE MANUFACTURER’S STANDARD SPLICE PLATES OR SLEEVES AT

JOINTS.

INSTALL EDGING DEAD LEVEL AT RAIN WATER CONDUCTORS AND MOW

STRIPS.

STONE AT MOW STRIP

MATERIAL: NATURAL RIVER ROCK, ROUNDED, SMOOTH SURFACE.

SIZE RANGE: 1" TO 2" DIAMETER.

COLOR RANGE: BROWN AND TAN TONES, CONSISTENT THROUGHOUT.

DEPTH: 6" MINIMUM OR AS INDICATED, COMPACTED DEPTH.

BASE: MINIMUM 6" COMPACTED GRANULAR BASE WITH FILTER FABRIC

SEPARATOR AS INDICATED ON DRAWINGS.

PLACE ROCK EVENLY TO UNIFORM DEPTH AND SMOOTH FINISH.

CONTAIN WITHIN CLEAN EDGE ALONG ADJACENT PAVEMENT, CURB, OR

STEEL EDGING.

KEEP FREE OF DEBRIS AND SOIL CONTAMINATION DURING

INSTALLATION.

E8

AS1.0

EXG CONC FOUNDATION

EXG CONC WINDOW WELL

EXG MASONRY WALL

EXG BASEMENT WINDOW

CORTEN

STEEL PLATE

NEW METAL EDGING

WASHED

STONE

(BOTH SIDES

OF WELL)

/2

0' - 4"

HANDLE

CUTOUT

EXG CONC

WINDOW WELL,

DEPTH UNKNOWN

M

IN

EXG ORIGINAL

HISTORIC

LIBRARY

CONSTRUCTION -

PROTECT

NEW 1/4" CORTEN

STEEL PLATE

EXCAVATE

IF NEEDED

EXG CONC

FOUNDATION

EXG

MASONRY

WALL

PITCH AWAY

FROM BLDG

NEW 1/4" CORTEN OR

SSTL EDGE, FLUSH

WITH TOP OF PLATE

DIA.

1' - 0"

GRADE

DOMED

SYNTHETIC

COVER

DUCTILE IRON

PIPE, BLACK

9" MTL EDGING -

ALIGN WITH

FACE OF

WINDOW WELLS

1 1/2" CRUSHED

STONE,

WASHED

4" PERF PIPE,

WRAPPED IN FILTER

FABRIC, PERF. DOWN,

PITCHED TO DRAIN

EXG CONC

FOUNDATION

EXG

MASONRY

WALL

WINDOW

WELL BEYOND

PITCH1

M

IN

WATERPROOF

MEMBRANE - SEAL TO

CONC FOUNDATION

1' - 6"

0' - 10"

SUB-BASE: MIN 6"

COMPACTED FREE-DRAINING

CLEAN GRAVEL FILL

BASE: MIN 1" CRUSHER DUST

CONCRETE BRICK PAVER

4' LONG STONE - FOLLOW

GRADE OF ENTRY WALK

1 1/2" CRUSHED STONE,

WASHED

H/C BUTTON, INSET

FLUSH, WIRELESS

10" x 10"

GRANITE POST,

THERMAL FINISH

FOR PAVERS,

SEE /G6 AS1.0

1" = 1'-0" E8

WINDOW WELL SECTION

1" = 1'-0" B8

WINDOW WELL PLAN

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

:3 :0

A

M

As indicated

AS1.0

SITE DETAILS

K e n t

M e m o ri a l L ib ra ry

11/1/21

Author

LJW

N o rt h

M a in S tr e e t, K e n t, 10/15/25

3/4" = 1'-0" B6

TRANSFORMER BOLLARD SECTION

1" = 1'-0" E6

MOW STRIP SECTION

12" = 1'-0"

SEDIMENT CONTROL

CONTRACTOR TO COORDINATE WITH CONSTRUCTION FENCE IF USED

F1

No. Description Date

1" = 1'-0" G6

SITTING WALL

B1

TREE PLANTING

N.T.S.

D1

SEEDED LAWN

N.T.S.

1" = 1'-0" G4

HANDICAP BUTTON IN POST

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

Y

B6

AS1.0

/2

11' - 2 1/4" 6' - 10 3/4"

1' - 11 1/4"

/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"

W

Z

XV

E6

AS1.0

G6

AS1.0

G4

AS1.0

X

KEY PLAN

1922 1958

FIREHOUSE

CONNECTOR

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

:3 :0

A

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, 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

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

102A

101A

102A

118A

118B

127B

126C

127A

127C

STAIR 003

EDGE OF

CONCTETE

PAVING

104A

126A

E8

AS1.0 Y

2X6 WALL

6X6 STEEL

COLUMNS

126B

EDGE OF ENTRY MATT

A5.9 D1

Sim

E4

A5.9

Sim

W

Z

X

V

E6

AS1.0

G6

AS1.0

G4

AS1.0

KEY PLAN

1922 1958

FIREHOUSE

CONNECTOR

EXISTING TO REMAIN

NEW CONSTRUCTION

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

:3 :0

A

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, 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

D1

A4.1

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

D2A7.4D4

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

A7.2D6

A7.2 G4D4

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

W6GG

W2GG

118A

CPT

WOM

RUBCPT

MATCHLINE /G1 A1.1B

MATCHLINE /G1 A1.1BD5

D7

D8

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

IT

IO

N

E8

AS1.0

Y

W

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

X

MATCPT

3' - 0"

F7

A8.1

V

E6

AS1.0

E5

A7.1

D7

G1

EXPOSED BRICK

A8.1 C4

Sim

KEY PLAN

A1.1A G1

Sim

FIREHOUSE

CONNECTOR

EXISTING TO REMAIN

NEW CONSTRUCTION

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

:3 :1

A

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, 10/15/25

1/4" = 1'-0" G1

FIRST FLOOR PLAN - NORTH

0 2 4 8

PROJECT

1 Revision 1 Date 1

A3.6

D3

A3.7

D4

A7.2

A3.6 G3

SHPO5

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

D3.1

C1

A5.4

A7.2

G1

A6.1 D1

D1

A4.4

D1

A4.4

A6.3 E4

A5.5 C6

A5.6 G8

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

D3.1D3.1

BC3

BC3

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

YY

126B125

127B

127A

127C 126C

123122

118A

102A

101A

A8.2 B1

W

Z

E5

A6.1

F2

A10.1

X

RUBMAT

MAT

CPT

V

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

3' - 3 7/8"

CONC PADS FOR MECH

NOTE: LIBRARY

STACKS N.I.C. -

SHOWN AS

REFERENCE

KEY PLAN

A1.1B G1

Sim

1922 1958

FIREHOUSE

CONNECTOR

EXISTING TO REMAIN

NEW CONSTRUCTION

PHASE LEGEND

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

:3 :1

A

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, 10/15/25

0 2 4 8

PROJECT

REF.

DN

DN

A3.7

D4 G1

A4.3

C5

A8.4

A3.6 G3

A3.5

G7

D5

A4.4 D5

A4.4

A7.8D3

D1

B3

B1

A8.2

G6

C4

A4.3

G8

A8.4

D1

A10.5

G8

A5.2

A6.2

E3

E5

E7

E8

A7.2 G4

G1

A4.4

A3.5

D6

A3.5G4

D3.1 F1

D1

A5.6

G4

A4.3

BC1

G8

BC1

G5

D1

A4.4

FLOOR INFILL @

EXISTING STAIR

BC3 2

BC3 1

WARMING

PANTRY

COMMUNITY

ROOM

STORAGE

H/C UNISEX

LANDING

COATS

G4

A4.4

RUBCPT RUB CPT

BACK AREA

A7.8

E3

E2

E1

E4

A7.8 G1

A7.8

B6

G1

A8.4

G2

A8.4

A5.9 D1

G9

A8.3

Y

211A

211B

E1

A5.8

G1

A8.1

W

Z

X

G3

A5.8

SOUND

REDUCTION

C6

A5.8

Sim

EXG PARTIAL HEIGHT WALL

509 SF

EXG LOFT

CEILING SLOPE UP

CEILING SLOPE UP

CEILING SLOPE UP

CEILING SLOPE UP

D1

A4.2

EXG UNISEX

KEY PLAN

A1.2 G4

Sim

A1.2 D1

Sim

1922 1958

FIREHOUSE

CONNECTOR

EXISTING TO REMAIN

NEW CONSTRUCTION

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

:3 :1

A

M

As indicated

A1.2

SECOND

FLOOR PLAN

COMMUNITY

ROOM

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, 10/15/25

0 2 4 8

PROJECT

1/4" = 1'-0" G4

SECOND FLOOR PLAN - SOUTH

1/4" = 1'-0" D1

LOFT PLAN

LOW SLOPE

D1

A4.1

D1

A4.1

NEW FIBERGLASS SHINGLE ROOFING

AND INSULATION

E X

G S

L A

R

O O

F

O

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

C6

A5.8

/8 " / 1

/8 " / 1

2 1/4" / 12"

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

C6

A5.8

Sim

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

:3 :2

A

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, 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.

PREFINISHED GALVANIZED STEEL OR 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 TPO MEMBRANE MINIMUM 8" UNDER TRANSITION FLASHING AND

ADHERE TO SUBSTRATE; SEAL MECHANICALLY AT 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…