ARCHITECT

SILVER PETRUCELLI & ASSOC.

3190 WHITNEY AVENUE, HAMDEN CT 06518

311 STATE STREET NEW LONDON, CT 06320

PHONE 203 230 9007 silverpetrucelli.com

M/E/P/FP

SILVER PETRUCELLI & ASSOC.

3190 WHITNEY AVENUE, HAMDEN CT 06518

311 STATE STREET NEW LONDON, CT 06320

PHONE 203 230 9007 silverpetrucelli.com

STRUCTURAL ENGINEER

MICHAEL HORTON ASSOCIATES, INC.

780 E MAIN ST, BRANFORD CT 06405

PHONE 203 481 8600 www.mha-eng.com

SILVER

203 230 9007

3190 WHITNEY AVENUE HAMDEN

silverpetrucelli.com

CT 06320

ASSOCIATESPETRUCELLI +

CT 06518

311 STATE STREET NEW LONDON

PROJECT TITLE:

Amity Regional HS Media Center 25 Newton Road, Woodbridge, CT

Interior Alterations to:

100% CD SUBMISSION 11/07/2025 State Project Number: 205-0046 A

Phase 1 of 2

ISSUED FOR BID 05/01/2026

BRICK

CONCRETE

CONCRETE MASONRY UNIT (CMU)

RIGID BOARD INSULATION

INSULATION (BATT)

EARTH

GYPSUM BOARD

PLYWOOD

WOOD FRAMING (THROUGH MEMBER)

WOOD FRAMING (INTERRUPTED MEMBER)

ACOUSTICAL TILE OR PANEL

WOOD TRIM/FINISH

DRAWING NUMBER

CX

DETAIL NUMBER

CONSTRUCTION NOTE

ROOM NUMBER

WINDOW TYPE

DX DEMOLITION NOTE

DOOR NUMBER

EXISTING DOOR

NEW DOOR

DOUBLE LEAF DOOR

DOOR W/ 180 HOLD OPEN

UNEQUAL LEAF DOOR

TWO-WAY DOOR

EXISTING DOOR TO BE REMOVED

ROOM NAMEROOM NAME

ACT-1

ROOM IDENTIFICATION

CEILING PLAN

ROOM IDENTIFICATION

ROOM NAME

MATERIAL - HEIGHT

CB1

18"

PREMANUFACTURED

CASEWORK SYMBOL

CABINET TYPE

NOMINAL HEIGHT/WIDTH

SPECIAL DEPTH &/OR EQUIP.

EX EQUIPMENT SYMBOL

POCKET DOOR

BI- FOLDING DOOR

SLIDING DOOR

DOUBLE ACTING DOOR

CPT-1

ROOM NAME

FINISH FLOOR PLAN

ROOM IDENTIFICATION

ROOM NAME

MATERIAL - RM NUMBER

SQ FTSQ FT

ROOM NAME

ROOM NUMBER

ABBREVIATIONS (NOT ALL ARE USED) GRAPHIC SYMBOLS MATERIAL CONVENTIONS

DOOR INDICATIONS

METAL FRAMING

XXX

X

AXXX

SX SIGNAGE SYMBOL

TX TOILET ACCESSORY SYMBOL

W

XX

STOREFRONT TYPE

SF

XX

CURTAIN WALL TYPE

CW

XX

1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS & DIMENSIONS PRIOR TO FABRICATION, FURNISHING AND INSTALLATION OF ANY MATERIALS, EQUIPMENT AND WORK.

2. ALL MATERIALS & EQUIPMENT SHOWN ARE NEW TO BE PROVIDED BY CONTRACTOR(S) UNLESS OTHERWISE NOTED.

3. ALL EXISTING UTILITIES & EQUIPMENT LOCATIONS ARE APPROXIMATE - CONTRACTOR(S) SHALL FIELD VERIFY AND/OR COORDINATE EXACT LOCATIONS.

4. CONTRACTOR ASSUMES ALL RESPONSIBILITY DURING CONSTRUCTION TO PROTECT MATERIALS AND EQUIPMENT. ANY & ALL DAMAGED ITEMS & EQUIPMENT DURING CONSTRUCTION SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER.

5. ALL RATED DOORS & DOORS FRONTING A CORRIDOR SHALL HAVE POSITIVE LATCHING LOCKSETS UNLESS OTHERWISE INDICATED ON THE DOOR SCHEDULE.

6. ALL DOORS EXITING 50 PERSONS OR MORE SHALL HAVE PANIC EXIT DEVICES.

7. ALL HANDICAP ACCESSIBLE DOOR HARDWARE SHALL BE PROVIDED TO COMPLY WITH ADA, ANSI AND ALL OTHER APPLICABLE CODES.

8. ALL NEW AND EXISTING EXPOSED/VISIBLE STEEL GUARDRAILS, HANDRAILS, DOOR FRAMES, GLAZING FRAMES, PIPING, DECKING, BEAMS, COLUMNS, JOISTS AND OTHER STRUCTURAL COMPONENTS SHALL BE PAINTED UNLESS OTHERWISE NOTED.

9. IF A NOTE IS FOUND ON ARCHITECTURAL DRAWINGS READING - "SEE STRUCTURAL DRAWINGS" - AND SIZE AND DETAILING OF MEMBER(S) IS NOT FOUND, THE CONTRACTOR SHALL CONTACT THE ARCHITECT TO REQUEST MISSING INFORMATION. THESE ITEMS SHALL BE PART OF THE BASE BID AND STEEL SUBCONTRACTOR SHALL REVIEW STRUCTURAL AS WELL AS ARCHITECTURAL DRAWINGS PRIOR TO BIDDING.

10. ALL CONTRACTORS SHALL REVIEW DRAWINGS AND PROJECT MANUAL. IF THERE IS A DISCREPANCY BETWEEN THE TWO OR ANY OTHER PARTS OF THE DOCUMENTS, THE HIGHER VALUE (IN DOLLARS) SHALL PREVAIL AS THE SCOPE OF WORK THAT WILL BE PRICED UNLESS OTHERWISE DIRECTED IN WRITING BY THE ARCHITECT DURING THE BIDDING PERIOD.

11. PATCH ALL EXISTING WALLS AND OTHER SURFACES AFFECTED BY DEMOLITION & REMOVALS WITH MATERIALS TO MATCH EXISTING.

12. SAW CUT AND REMOVE PORTIONS OF CONCRETE SLAB AS REQUIRED TO ACCOMMODATE NEW PLUMBING, ELECTRICAL, MECHANICAL AND OTHER TRADES WORK. COORDINATE LOCATION, WIDTH, AND DEPTH OF TRENCHING WITH M/E/P DRAWINGS FOR SCOPE

OF NEW WORK REQUIRED.

13. WALL OPENINGS RESULTING FROM REMOVAL OF DUCTS, PIPES, CONDUITS, ETC. SHALL BE INFILLED WITH MATERIALS TO MATCH THE WALL. SEE M/E/P/FP DEMOLITION DRAWINGS FOR REMOVALS.

14. WHERE NEW DUCTS, PIPES, AND CONDUITS PASS THROUGH NEW AND EXISTING WALLS, PROVIDE OPENING AND HEADER AS REQUIRED, AND SEAL THE PERIMETER OF THE PENETRATION FOR SOUND TRANSMISSION RESISTANCES AND FIRE RATING WHERE INDICATED ON CODE PLANS AND OTHER DRAWINGS. COORDINATE WITH M/E/P/FP DRAWINGS FOR ALL OPENINGS REQUIRED.

DRAWING NUMBER

DRAWING NUMBER

REVISION CLOUD & MARK

WALL TYPE

BUILDING SECTION

SECTION/DETAIL

x x

COLUMNS (EXISTING)

DETAIL CALL OUT

"XX" DRAWING NUMBER

"#" INTERIOR ELEVATION

LABEL

ELEVATION

ELEVATION MARKER

DATUM POINT

DRAWING NUMBER

WALL SECTION

X

AXXX

X

AXXX

X

AXXX

X

AXXX

AXXX#

X

X

AXXX

"XX" DRAWING NUMBER

"#" EXTERIOR ELEVATION

AXXX

NORTH ARROW

XX

EXISTING-TO-REMAIN WINDOW,

STOREFRONT, OR CURTAIN WALL

ETR

A.B. ANCHOR BOLT

ABV. ABOVE

A/C AIR CONDITIONING

A.C.P. ASBESTOS CEMENT PIPE

ACT ACOUSTICAL CEILING TILE

AD. AREA DRAIN

ADJ. ADJUSTABLE

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM. ALUMINUM

ANOD ANODIZED

APPROX. APPROXIMATE

ARCH. ARCHITECT(URAL)

ASPH. ASPHALT

AVG. AVERAGE

BC BRICK COURSE

B/C BOTTOM OF CURB

BD. BOARD

B.E.J BRICK (BLOCK) EXPANSION JOINT

B.F. BOTTOM OF FOOTING

BIT. BITUMINOUS

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

BM BEAM

B.M. BENCH MARK

B.O. BOTTOM OF

BRG. BEARING

BRK. BRICK

B.S. BOTH SIDES

BSMT. BASEMENT

B.U.R. BUILT UP ROOFING

B/W BOTTOM OF WALL

B.W.R. BOTH WAYS WALL

CAB CABINET

C.B. CATCH BASIN

C. BD. CHALK BOARD

C.B.R. CATCH BASIN TO BE REMOVED

C.C. CURB CUT

CEM CEMENT

CER CERAMIC

C.F.M.F. COLD FORMED METAL FRAMING

CG CORNER GUARD

C.H. CABINET HEATER

CHKBD CHALKBOARD

C.I. CAST IRON

C.I.P. CAST IN-PLACE CONCRETE

C.J. CONTROL/CONSTRUCTION JOINT

CLG. CEILING

CLG. HT. CEILING HEIGHT

CLOS. CLOSET

CLR CLEAR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

C.O. CLEAN OUT

COL COLUMN

CONC. CONCRETE

CONF. CONFERENCE

CONN CONNECTION

CONSTR. CONSTRUCTION

CONT. CONTINUOUS, CONTINUE

CONTR. CONTRACTOR

CORR. CORRIDOR

CP CONTROL PANEL

CPT CARPET

C.R. CEILING REGISTER

CT CERAMIC TILE

CT CONNECTICUT

CTR CENTER

C.U.H. CABINET UNIT HEATER

C.Y. CUBIC YARD

DBL DOUBLE

DEPT CEPARTMENT

DET. DETAIL

DF DRINKING FOUNTAIN

DIA. DIAMETER

DIFF DIFFUSER

DIM. DIMENSION(S)

DISP DISPENSER

DIV DIVISION

D.L. DEAD LOAD

DN DOWN

D.O. DOOR OPENING

DP DAMP PROOFING

DR. DOOR

DS DOWNSPOUT

D.S.P. DRY STAND PIPE

DTL. DETAIL

DWG, DWGS DRAWING(S)

DWL DOWEL

E EAST

EA. EACH

ECTR. EXISTING CEILING-TO-REMAIN

ED. EDUCATION

E.F. EACH FACE

EIFS EXTERIOR INSULATION & FINISH SYSTEM

E.J. EXPANSION JOINT

E.J.C. EXPENSION JOINT COVER

EL. ELEVATION

ELEC. ELECTRICAL

ELEV. ELEVATION

EMER. EMERGENCY

ENCL. ENCLOSURE

ENGR ENGINEER

ENL. ENLARGED

ENT. ENTRANCE

EP. EPOXY PAINT

EQ. / = EQUAL(S)

EQUIP EQUIPMENT

ES. EXPOSED STRUCTURE

E.T.R. EXISTING-TO-REMAIN

E.W. EACH WAY

E.W.C. ELECTRIC WATER COOLER

E.W./E.F. EACH WAY/EACH FACE

EXAM. EXAMINATION

EXH EXHAUST

EXIST. EXISTING

EXP. EXPANSION

EXPO EXPOSED

EXT. EXTERIOR

F.A. FIRE ALARM

F.A.P. FIRE ALARM PANEL

F.B. FOOTING BREAK

PART PARTITION

P.C.B. PAINTED CONCRETE BLOCK

P.G.B. PAINTED GYPSUM BOARD

PL. OR PLAM PLASTIC LAMINATE

PLUMB. PLUMBING

PLYWD. PLYWOOD

PREFAB PREFABRICATED

PREP. PREPARATION

PROJ PROJECTION

PROP PROPERTY

P.T., PR. TR. PRESSURE TREATED

PTD PAINTED

P.V.C. POLYVINYL CHLORIDE

QT QUARRY TILE

R. RISER

R OR RAD. RADIUS

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

R.D. ROOF DRAIN

RECPT RECEPTACLE

REF REFERENCE

REFG REFRIGERATOR

REINF. REINFORCEMENT

REQ'D REQUIRED

RES RESILIENT

RET RETAINING

REV REVISION

R.H. ROOF HATCH

RI RHODE ISLAND

R.L. ROOF LEADER

RM. ROOM

R.O. ROUGH OPENING

R.O.W. RIGHT OF WAY

R.T. RUBBER TILE

RV ROOF VENT

R.W.L. RAIN WATER LEADER

S SOUTH

S. STORM

SAN. SANITARY

SB SMART BOARD

SC SEALED CONCRETE

S.C. SOLID CORE

SCHED. SCHEDULE

S.D. SOAP DISPENSER

SECT. SECTION

SF SQUARE FEET

S.FPRG. SPRAYED-ON FIREPROOFING

S.G.F.T. STRUCTURAL GLAZED FACING TILE

SHR SHOWER

SIM. SIMILAR

SK SKETCH

S.N.D. SANITARY NAPKIN DISPENSER

S.N.R. SANITARY NAPKIN RECEPTACLE

S.O.G. SLAB-ON-GRADE

SPEC. SPECIFICATIONS

SPKLR SPRINKLER

S.P.R. SINGLE PLY ROOF

SQ. SQUARE

SQ. FT. SQUARE FEET

SS SOLID SURFACE

SSTL STAINLESS STEEL

STA STATION

STD STANDARD

STIFF STIFFENERS

STL. STEEL

STRUCT. STRUCTURAL

SUSP. SUSPENDED, SUSPENSION

S.W. SHEAR WALL

S.W.F. SHEAR WALL FOOTING

SYM SYMMETRICAL

SYS.,SYST. SYSTEM

T. TELEPHONE

TB TACKBOARD

T&B TOP & BOTTOM

TBD TO BE DETERMINED

TECH. TECHNOLOGY

TEMP TEMPERED

TERR TERRAZZO

TEL TELEPHONE

THK THICK

THRES THRESHOLD

T.O. TOP OF

T.O.F. TOP OF FOUNDATION

T.O.S. TOP OF STEEL

T.P. TOILET PARTITION

T.P.D. TOILET PAPER DISPENSER

T/S TOP OF SLAB

T.T.F. TRIM TO FIT

T/W TOP OF WALL

TYP. TYPICAL

UL UNDERWRITERS LABORATORIES

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

V.B. VINYL BASE

VCT VINYL COMPOSITE TILE

VERT. VERTICAL

VIF VERIFY IN FIELD

VT VERMONT

W WEST

W. WATER

W/ WITH

MA MASSACHUSETTS

WB WHITE BOARD

WC WALL COVERING

WCJ WALL CONTROL JOINT

WD. WOOD

WF. WIDE FLANGE

WIN. WINDOW

W/O WITHOUT

WOM WALK-OFF-MAT

WP WATERPROOFING

WS WOOD STAIN

W.W.F WELDED WIRE FABRIC

W.W.M. WELDED WIRE MESH

& AND

∠ ∡ ANGLE

@ AT

℄ CENTERLINE

= EQUAL(S)

⌀ DIAMETER

F.BRK FACE BRICK

FD FLOOR DRAIN

FDN. FOUNDATION

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER & CABINET

F.F. FINISHED FLOOR

F.H. FIRE HYDRANT

F.H.P. FULL HEIGHT PARTITION

FFE, FF&E FURNITURE, FIXTURES, AND EQUIPMENT

FIN. FINISH, FINISHED

FIXT. FIXTURE

FL. FLOOR

FLASH FLASHING

FLEX FLEXIBLE

F.O.F. FACE OF FINISH

F.O.G. FACE OF GYPSUM BOARD

F.O.M. FACE OF MASONRY

F.O.S. FACE OF STUD

F.O.T. FACE OF TILE

F.P. FIRE PROOF / FIRE PROTECTION

FPFG FIREPROOFING

F.R. FIRE RATED

FRP FIBERGLASS REINFORCED PANEL

F.S. FAR SIDE

FT. FOOT OR FEET

F.T. FIRE TREATED

FTG FOOTING

F.T.R. FINNED TUBE RADIATION

FUR FURRING

G GAS

GA. GAGE, GUAGE

GALV. GALVANIZED

G.B. GRAB BAR

G.C. GENERAL CONTRACTOR

GEN. GENERAL

GFB GROUND FACE BLOCK

GL GLASS

GND GROUND

GRD GRADE

GYP. GYPSUM

GWB GYPSUM WALL BOARD

GYP. BD. GYPSUM BOARD

H.B. HOSE BIBB

H.C. HANDICAP(PED)

H.C. HOLLOW CORE

HD. HEADED

HDWR. HARDWARE

HGT. HEIGHT

HM HOLLOW METAL

HORIZ. HORIZONTAL, HORIZONTALLY

H.P. HIGH POINT

HR. HOUR

HTG HEATING

H.U. HEATING UNIT

HVAC HEATING / VENTILATION / AIR CONDITIONING

HWD HARDWOOD

HYD. HYDRANT

ID INTERIOR DESIGN

I.D. INSIDE DIAMETER

IN. INCH

INCL. INCLUDE OR INCLUDING

INSUL. INSULATION, INSULATED

INT. INTERIOR

INV. INVERT

JAN. JANITOR

JNT/JT JOINT

JST JOIST

K.D. KOCK DOWN

KIT KITCHEN

K.P. KICK PLATE

LAM. LAMINATE(D)

LAV LAVATORY

LBS POUNDS

LCKR LOCKER

L.F. LINEAR FOOT

LG. LONG

L.L. LIVE LOAD

LOC. LOCATION

L.P. LOW POINT

LTG. LIGHTING

LVL. LEVEL

LVT LUXURY VINYL TILE

M MINUTE

MAS. MASONRY

MATL MATERIAL

MAX. MAXIMUM

M.C. MASONRY COURSE

MECH. MECHANICAL

M.H. MANHOLE

MIN. MINIMUM

MIR MIRROR

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

MTD. MOUNTED

MTL. METAL

MULL MULLION

N NORTH

N.A. NOT APPLICABLE

NH NEW HAMPSHIRE

N.I.C. NOT IN CONTRACT

NJ NEW JERSEY

NO. NUMBER

NOM. NOMINAL

N.P.S. NOMINAL PIPE SIZE

N.R.C. NOISE REDUCTION COEFFICIENT

N.S. NEAR SIDE

N.T.S. NOT TO SCALE

NY NEW YORK

NYC NEW YORK CITY

O/A OUTSIDE AIR

O.C. ON CENTER

O.C.C. OCCUPANT

O.D. OUTSIDE DIAMETER

OFF OFFICE

O.H. OPPOSITE HAND

OPNG. OPENING

OPP OPPOSITE

O.W.S.J. OPEN WEB STEEL JOIST

OZ OUNCE

PA PENNSYLVANIA

GENERAL NOTES

NEW WALL

EXISTING WALL TO BE REMOVED

TYPICAL WINDOW

EXISTING WALL

WINDOW WALL

RECESSED ITEM

WALL INDICATIONS

DRAWINGS LIST

DRAWING TITLE:REVISED BY:DATE:DESCRIPTION:REVISION:PROJECT TITLE: DATE:

SCALE:

DRAWN BY:

PROJECT NUMBER:

DRAWING NUMBER:

SILVER PETRUCELLI + ASSOCIATES

203 230 9007

3190 WHITNEY AVENUE HAMDEN CT 06518

silverpetrucelli.com

311 STATE STREET NEW LONDON CT 06320

PROJECT SUBMISSION:

STATE PROJECT NUMBER:

INTERIOR ALTERATIONS AT

AMITY REGIONAL HIGH SCHOOL MEDIA CENTER

25 NEWTON ROAD

WOODBRIDGE, CT 06525 205-0046 A

ISSUED FOR BID: 05/01/2026

23.195

11/07/2025

12" = 1'-0"

5/ 1/

:4

0:

A

MG001

GENERAL INFORMATION AND DRAWING

LIST

JLipset

ARCHITECTURAL DRAWINGS

A011 PARTIAL 1st FLOOR DEMOLITION PLAN - MEDIA CENTER

A021 PARTIAL 1st FLOOR DEMOLITION RCP - MEDIA CENTER

A111 PARTIAL 1st FLOOR NEW WORK PLAN - MEDIA CENTER

A112 PARTIAL ROOF PLAN

A211 PARTIAL 1st FLOOR FINISH PLAN AND SCHEDULE - MEDIA CENTER

A231 PARTIAL 1st FLOOR FF&E PLAN - MEDIA CENTER (FOR REF. ONLY)

A251 PARTIAL 1st FLOOR CEILING PLAN - MEDIA CENTER

A260 CEILING DETAILS

A600 WINDOW ELEVATIONS AND DETAILS

A705 ENLARGED PARTIAL PLANS

A730 INTERIOR ELEVATIONS

A731 INTERIOR ELEVATIONS

A732 INTERIOR ELEVATIONS

A733 INTERIOR ELEVATIONS

A734 INTERIOR ELEVATIONS

A735 INTERIOR ELEVATIONS

A736 INTERIOR ELEVATIONS

A737 INTERIOR ELEVATIONS

A800 CASEWORK DETAILS

A930 DOOR DETAILS AND SCHEDULE, SIGNAGE

STRUCTURAL DRAWINGS

S112 PARTIAL ROOF FRAMING PLAN

MECHANICAL DRAWINGS

M001 MECH GENERAL NOTES, ABBREVIATIONS, AND LEGENDS

M011 MECH FIRST FLOOR DUCT DEMO PART PLAN

M021 MECH FIRST FLOOR PIPING DEMO PART PLAN

M111 MECH FIRST FLOOR DUCT PART PLAN

M112 MECH ROOF DUCT PART PLAN

M211 MECH FIRST FLOOR PIPING PART PLAN

M212 MECH ROOF PIPING PLAN

M500 MECH SCHEDULES

M501 MECH SCHEDULES

M600 MECH DETAILS

M601 MECH DETAILS

M602 MECH DETAILS

PLUMBING DRAWINGS

P001 PLUMB GENERAL NOTES, ABBREVIATIONS, AND LEGENDS

P010 PLUMB FIRST FLOOR DEMO PLAN

P100 PLUMB FIRST FLOOR PLAN

FIRE PROTECTION DRAWINGS

FP001 FP GENERAL NOTES, ABBREVIATIONS, AND LEGENDS

FP010 FP FIRST FLOOR DEMO PLAN

FP110 FP FIRST FLOOR PLAN

FP500 FP DETAILS

GENERAL DRAWINGS

G001 GENERAL INFORMATION AND DRAWING LIST

G002 BUILDING CODE PLAN AND INFORMATION, PARTITION TYPES

ELECTRICAL DRAWINGS

E001 GENERAL NOTES, ABBREVIATIONS, AND LEGENDS

E011 FIRST FLOOR DEMOLITION PLAN - LIGHTING

E021 FIRST FLOOR DEMOLITION PLAN - POWER

E111 FIRST FLOOR PLAN - LIGHTING

E211 FIRST FLOOR PLAN - POWER

E212 SECOND FLOOR/ROOF PLAN - POWER

E401 PARTIAL ONE LINE DIAGRAM & PANEL SCHEDULES

E501 LIGHT FIXTURE SCHEDULE & DETAILS

TECHNOLOGY DRAWINGS

T001 TECH GENERAL NOTES, ABBREVIATIONS, AND LEGENDS

T011 FIRST FLOOR DEMOLITION PLAN

T111 FIRST FLOOR PLAN

T601 TECH DETAILS

AS-BUILT MECHANICAL DRAWINGS (FOR REF. ONLY)

SM-A-1.1 PART A FIRST FLOOR HVAC PLAN (AS- BUILT DRAWINGS FOR REFERENCE)

SM-A-1.2 PART A FIRST FLOOR HVAC PLAN(AS-BUILT DRAWINGS FOR REFERENCE)

SM-A-2.1 PART A SECOND FLOOR HVAC PLAN (AS-BUILT DRAWINGS FOR REFERENCE)

SM-A-2.2 PART A SECOND FLOOR HVAC PLAN (AS-BUILT DRAWINGS FOR REFERENCE)

SM-B-1.1 PART B FIRST FLOOR HVAC (AS-BUILT DRAWINGS FOR REFERENCE)

SM-B-1.2 PART B FIRST FLOOR HVAC PLAN (AS-BUILT DRAWINGS FOR REFERENCE)

SM-B-2.2 PART B SECOND FLOOR HVAC PLAN (AS-BUILT DRAWINGS FOR REFERENCE)

UP

FD

(60.66')

60.66'

MAX. ALLOWABLE EGRESS OCC. OF DOOR

ACTUAL EGRESS OCC. OF DOOR

840 SF

TD 145'

DIRECTION OF TRAVEL W/ ACCUMULATED OCC. LOAD

EXIT CAPACITY

ROOM NUMBER

MAXIMUM TRAVEL DISTANCE FROM FURTHEST POINT

ROOM OCCUPANCY LOAD

DENOTES ACCESSIBLE THRESHOLD 1/2" MAX STEP

W/BEVELED THRESHOLD OR 1/2" STEP W/OUT BEVELED

THRESHOLD

2 HOUR RATED FIRE AND SMOKE BARRIER

1 HOUR RATED FIRE AND SMOKE BARRIER

- DIMENSION OF OPEN PERIMETER ALONG ENTIRE

LONGITUDINAL FACE

COMMON PATH OF TRAVEL

AREA IN SF

OCC. LOAD FACTOR

C216

- DIMENSION OF NON-OPEN PERIMETER ALONG ENTIRE

LONGITUDINAL FACE

198'

INDICATES LOSS OF EXIT AS PER IBC 1005.5 CT

AMENDMENTS

LOT LINE

SMOKE BARRIER

183 SF

PODCASTING

709 SF

LIBRARY

CLASSROOM

139 SF

RECORDING

558 SF

TECH

SERVICES

577 SF

TECHNOLOGY

OFF.

751 SF

NON-LIBRARY

CLASSROOM

404 SF

LIBRARY DIR.

OFFICE

6553 SF

136P

231 SF

WORKROOM

128 SF

TECH STOR.

125A

74 SF

SERVER RM

125B

35P

38P

1P 1P

3P

111 SF

STORAGE

128A

1P

4P

3P

2P

4P

4P

180P 336P

81P 168P

72P 168P

6P 336P

6P 336P

38P 168P

1P 168P

1P 168P

1P 168P

3P 168P

3P 168P

35P 168P

4P 168P

3P 168P

6P 168P

LIBRARY

MEDIA

CENTER

35P 168P

ACTUAL

ACTUAL

T.D.=127'

ACTUAL

C.P.=66'

X

X

2 / 42'-0"

3 / 75'-0"

E (EDUCATIONAL)

1991, 2007

31,793

N/A

2B

2B

A-3 (ASSEMBLY)

23,583

N/A

55,376

N/A

55,376

31,793

23,583

15. CODES TO WHICH THIS PROJECT WAS DESIGNED

13. ENTIRE BUILDING SPRINKLERED

14. THRESHOLD BUILDING CONDITIONS

CODE INFORMATION

4. BUILDING AREA (Chapter 5)

3. BUILDING HEIGHT (Chapter 5)

2. CONSTRUCTION TYPE (Chapter 6)

1. GROUP CLASSIFICATION (Chapter 3)

NoYes

No

DATE OF ORIGINAL CONSTRUCTION

Existing construction (Pre-1950)

New construction

2) Building Area (Second Floor Level)

(Stories Above Grade)

Actual Height (story/feet)

Allowable Height (story/feet)

Minimum Type Required

Actual Type Provided (existing)

DATE OF ADDITIONS

(Primary) sq.ft.

sq.ft.

(Proposed new) sq.ft.

DATE OF PROPOSED ADDITION

Existing construction (Pre-1950)

New construction

3) Building Area (Third Floor Level) sq.ft.

sq.ft.

Existing construction

Total floor

4) Building Area (All Floors) sq.ft.

sq.ft.

Total floor sq.ft.

Total floor

New construction sq.ft.

Existing construction (Pre-1950)

New construction

1) Building Area (First Floor Level) sq.ft.

sq.ft.

sq.ft.Total floor

Yes

2B

2021 IPC/2022 CT amended

Current

2010 ADA

2021 NFPA 1 & 101 / 2022 CT amended

ADA Standards for Accessible Design

Section 504

State Fire Prevention / Life Safety Code

State Energy Conservation Code w/ CT Amend.

State Plumbing Code w/ CT Amendments

State Mechanical Code w/ CT Amendments

State Electrical Code w/ CT Amendments

Accessible and Usable Bldgs w/ CT Amendments

2021 IMC / 2022 CT amended

2021 IECC / 2022 CT amended

2020 NFPA 70 / 2022 CT amended

2017 ICC A117.1 / 2022 CT amended

2021 IEBC/2022 CT amended State Existing Building Code w/ CT Amendments

2021 IFC/2022 CT amended State Fire Safety Code

State Building Code w/ CT Amendments 2021 IBC/2022 CT amended

If any proposed building or addition that exceeds one or more of the following threshold limits mark YES and then refer to CT IBC107.7: (1) four stories, (2) 60 feet high, (3) a clear span of 150 feet wide, or (4) occupancy by 1,000 or more people

N/A

N/A

N/A

17. EXIT ACCESS

COMMON PATH OF TRAVEL LIMITATIONS (CSBC 1006.2.1)

ALLOWABLE: 75' (A & E OCC.) PROVIDED: < 75'

EXIT ACCESS TRAVEL DISTANCE LIMITATIONS (CSBC 1017.2)

ALLOWABLE: 250' (A & E OCC.) PROVIDED: < 200'

MINIMUM CORRIDOR WIDTH (CSBC 1020.3)

ALLOWABLE: 44" (A OCC.) PROVIDED: > 44"

ALLOWABLE: 72" (E OCC.) PROVIDED: > 72"

CORRIDOR DEAD END LIMITATION (CSBC 1020.5)

ALLOWABLE: 20' (A OCC.) PROVIDED: < 20'

ALLOWABLE: 50' (E OCC.) PROVIDED: < 50'

16. BUILDING AREAS FOR GRANT CALCULATION (ENTIRE FACILITY)

Per State Building Code Definition "Area, Building" (to interior face of exterior walls, including openings and areas under projections)

Total Building Area of entire facility

Existing being demolished and removed

New construction

Existing construction prior to this project 278,085 sq.ft.

0 sq.ft.

0 sq.ft.

278,085 sq.ft.

Total Building Area (to interior face of exterior walls)

ENTIRE FACILITY:

TotalDemoExisting

Total area (all floors)

00197,458 197,458

80,627

Not in this phase

3rd Floor Level

2nd Floor Level

1st Floor Level

New

278,085

80,627

278,085 sq.ft.

sq.ft.

sq.ft.

sq.ft.sq.ft.

Total net area (reduced by spaces not in this phase) 0

Areas of exterior canopies which are not included in the building areas:

Existing Canopy to be demolished 0 New Canopies 0

Total constructed building area (to exterior face of exterior walls - "contractor area"

ENTIRE FACILITY:

sq.ft.

sq.ft.

sq.ft.

TotalDemoExisting

Total area (all floors)

00199,552 199,552

82,036

Not in this phase

3rd Floor Level

2nd Floor Level

1st Floor Level

New

281,588

82,036

281,588 sq.ft.

sq.ft.

sq.ft.

sq.ft.sq.ft.

Total net area (reduced by spaces not in this phase) 0

TOP BOTTOM

VERTICAL SECTION

HORIZONTAL SECTION

8" CMU WALL

GROUTED SOLID

1. CONCRETE BLOCK CLASSIFICATION D-2

2. MORTAR 3/8" THICK FULL BED

3. HORIZONTAL REINFORCING @ 16" O.C. VERT.

4. FIRE SAFING

5. GROUT CORES SOLID

- PROVIDE FIRE AND SMOKE STOPPING AT

WALL PENETRATIONS

- ACOUSTICAL SEALANT

UL #U905

STC RATING - 55

TOP BOTTOM

VERTICAL SECTION

HORIZONTAL SECTION

6" CMU WALL

GROUTED SOLID

STC RATING - 51

51 2 3

TOP BOTTOM

VERTICAL SECTION

HORIZONTAL SECTION

6" METAL STUD WALL

W/ SOUND BATT

1. 6" METAL STUDS @ 24" O.C.

2. 5/8" GYPSUM WALL BOARD, PAINTED

3. 6" SOUND ATTENUATION BATT

4. --

5. PUTTY PAD AROUND WALL PENETRATIONS

- PROVIDE FIRE AND SMOKE STOPPING AT

WALL PENETRATIONS

- TERMINATE / BRACE ALL WALLS TO STRUCT.

ABOVE

UL #U465 OR SIMILAR

STC RATING - 49

1-HR FIRE RATING

1B

1 32 2 31 5

1/

4"

5/

8"

2A

5/

8"

2B

1. CONCRETE BLOCK CLASSIFICATION D-2

2. MORTAR 3/8" THICK FULL BED

3. HORIZONTAL REINFORCING @ 16" O.C. VERT.

4. FIRE SAFING

5. GROUT CORES SOLID

- PROVIDE FIRE AND SMOKE STOPPING AT

WALL PENETRATIONS

- ACOUSTICAL SEALANT

INTERIOR PARTITIONS ASSEMBLY

TOP BOTTOM

VERTICAL SECTION

HORIZONTAL SECTION

3 5/8" METAL STUD WALL

W/ SOUND BATT

1. 3 5/8" METAL STUDS @ 16" O.C.

2. 5/8" GYPSUM WALL BOARD, PAINTED

3. 3" SOUND ATTENUATION BATT

4. --

5. PUTTY PAD AROUND WALL PENETRATIONS

- PROVIDE FIRE AND SMOKE STOPPING AT

WALL PENETRATIONS

- TERMINATE / BRACE ALL WALLS TO STRUCT.

ABOVE

UL #U404 OR SIMILAR

STC RATING - 45

1-HR FIRE RATING

1A

1 32

7/

8"

DRAWING TITLE:REVISED BY:DATE:DESCRIPTION:REVISION:PROJECT TITLE: DATE:

SCALE:

DRAWN BY:

PROJECT NUMBER:

DRAWING NUMBER:

SILVER PETRUCELLI + ASSOCIATES

203 230 9007

3190 WHITNEY AVENUE HAMDEN CT 06518

silverpetrucelli.com

311 STATE STREET NEW LONDON CT 06320

PROJECT SUBMISSION:

STATE PROJECT NUMBER:

PROJECT

NORTHKEY PLAN

INTERIOR ALTERATIONS AT

AMITY REGIONAL HIGH SCHOOL MEDIA CENTER

25 NEWTON ROAD

WOODBRIDGE, CT 06525 205-0046 A

ISSUED FOR BID: 05/01/2026

23.195

11/07/2025

As indicated

4/

/2

2:

:0

P

MG002

BUILDING CODE PLAN AND

INFORMATION, PARTITION TYPES

JLipset

1/16" = 1'-0"1 FIRST FLOOR CODE PLAN

1. EXISTING ROOF CONSTRUCTION: 1 1/2 "X22GA. INTERMEDIATE RIB METAL ROOF DECK,

2. ALL EXISTING SIZES, DIMENSIONS AND CONFIGURATIONS ARE BASED ON EXISTING STRUCTURAL

DOCUMENTATION PREPARED BY S3E, INC. 9/24/1990.

ROOF CONSTRUCTION NOTES:

(E) D1.5

4. ALL BEAM FRAMING SHALL HAVE EQUAL SPACING BETWEEN COLUMNS, UNLESS NOTED OTHERWISE.

5. REFER TO MECHANICAL AND ARCHITECTURAL DRAWINGS FOR ALL OPENING,

DRAINS AND EQUIPMENT. PROVIDE FRAMES PER TYPICAL DETAILS

3. CONTRACTOR TO FIELD VERIFY ALL EXISTING FRAMING SIZES, SPACING AND LOCATIONS

PRIOR TO SUBMITTING SHOP DRAWINGS

W16X26 W18X35

EX

. W

X6

EX. W21X44

EX

. W

X5

EX

. 2

2K

EX

. 2

2K

EX

. 2

2K

EX

. 2

2K

EX

. 2

2K

EX

. 2

2K

EX

. 2

2K

EX

. 2

2K

EX

. 2

2K

EX

. 2

2K

EX

. 2

2K

EX

. 2

2K

EX

. 2

2K

EX

. 2

2K

EX

. W

X1

EX

. W

X6

EX. W18X35

EX

. C

8X

.5

EX

. C

8X

.5

EX

. C

8X

.5

EX

. C

8X

.5

EX

. W

X6

EX. W21X83 EX. W18X35

EX. W21X44

EX

. C

8X

.5

EX

. C

8X

.5

EX

. C

8X

.5

EX

. C

8X

.5

EX

. W

X6

EX. W21X44

EX

. W

X4

EX

. W

X9

EX. W21X44

W8X18 W8X18 W8X18

W8X18 W8X18 W8X18

W 8X

S112

S112

S112

L5X3-1/2 (TYP FOR ROOF OPENING FRAMES)

(E) D1.5

RTU-1

2578#

EXISTING ROOF DECK

REFER TO PLAN

EXISTING STEEL JOIST

REFER TO PLAN

NEW L2X2X1/4 X-BRACE AT ALL

LOCATIONS WHERE EXISTING

HORIZONTAL BRIDGING HAS BEEN CUT

PROPOSED MECH DUCT

EXISTING BRIDGING

TYP.

3/ 8"

EXISTING

STEEL JOIST

OR BEAM

NEW L7X4X3/8

AT EACH END TYP.

NEW OR EXISTING OPEN WEB

STEEL JOIST REFER

TO "TYPICAL JOIST

REINF DETAIL" ON SHEET

SXXX TYPICAL

NOTE: FASTEN CURB FOR MECH'L UNITS THRU DECKING TO STEEL JOISTS & EDGE

ANGLES AT 8"O.C.

EXISTING METAL

ROOF DECK

PROVIDE W8X18

AT EDGE OF CURB

1/4"

TYP.

1/4"

1/4"

TYP.

GENERAL

GOVERNING CODE: 2022 CONNECTICUT STATE BUILDING CODE, (2021 INTERNATIONAL BUILDING CODE).

DESIGN LOADS: TOWN OF WOODBRIDGE

CONSTRUCTION LIVE LOADS: 20 PSF

a. ROOF LOAD:

ROOF SNOW LOAD CRITERIA:

Pg = 30 PSF Ce = 0.9 Is = 1.0 Ct= 1.0 Pf = 23.1 PSF

WITH INCREASES FOR SNOW DRIFTING, UNBALANCES AND SLIDING PER SECTION 1608 (2021 IBC).

MINIMUM ROOF LIVE LOAD = 30 PSF

ROOF DEAD LOAD = 15 PSF + MECHANICAL UNIT WEIGHTS

b. WIND LOAD CRITERIA: SECTION 1609 (2021 IBC)

ULTIMATE WIND SPEED VU = 125 MPH

NOMINAL DESIGN WIND VASD = 97 MPH

RISK CATEGORY II, Iw = 1.0

EXPOSURE CLASSIFICATION "B".

WIND LOADS ON SECONDARY ELEMENTS SHALL CONFORM WITH ASCE 7-16.

DESIGN WIND PRESSURE IS COMPUTED BASED ON ULTIMATE WIND SPEED USING 10 SQUARE FOOT OF AREA.

c. SEISMIC LOAD CRITERIA: AS PER SECTION 1613 (2021 IBC) WITH:

RISK CATEGORY = II

SEISMIC IMPORTANCE FACTOR, Ie = 1.0 Ss = 0.198g, S1 = 0.054g

SOIL SITE CLASS = D (ASSUMED)

SPECTRAL RESPONSE COEFFICIENTS, Sds = 0.211G, Sd1 = 0.086g

SEISMIC DESIGN CATEGORY, B

1. SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANS CONFLICT WITH THE GENERAL STRUCTURAL NOTES, THE SPECIFICATIONS, OR WITH EACH OTHER, THE STRICTEST PROVISION SHALL GOVERN.

2. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS FULLY COMPLETED. IT IS THE

CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AND TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES THE ADDITION OF WHATEVER SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS WHICH MIGHT BE NECESSARY. SUCH MATERIAL SHALL REMAIN THE

CONTRACTOR'S PROPERTY AFTER COMPLETION OF THE PROJECT.

THE CONTRACTOR SHALL PROVIDE SHORING CALCULATIONS AND SHORING DRAWINGS, INDICATING THE WORK TO BE PROVIDED, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF CONNECTICUT.

3. MECHANICAL EQUIPMENT WEIGHTS USED IN DESIGN OF SUPPORTING ELEMENTS HAVE BEEN INDICATED ON THE DRAWINGS.

CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO INSTALLATION IF ACTUAL WEIGHT EXCEEDS WEIGHT SHOWN ON

DRAWINGS.

4. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL

PHASES OF CONSTRUCTION.

5. SHOP DRAWINGS ARE TO BE CHECKED BY THE CONTRACTOR AND SUBCONTRACTOR AND BEAR THE CHECKER’S INITIALS

BEFORE BEING SUBMITTED TO THE ARCHITECT FOR APPROVAL.

6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, ANGLES AND EXISTING CONDITIONS BEFORE PROCEEDING

WITH ANY WORK.

7. ALL SECTIONS AND DETAILS SHALL BE CONSIDERED TYPICAL AND APPLY FOR THE SAME AND SIMILAR SITUATIONS

THROUGHOUT THE BUILDING, UNLESS OTHERWISE SPECIFICALLY NOTED.

8. IF THE SIZE OF ELEMENTS AND DETAILING OF MEMBERS IS NOT INDICATED, THE CONTRACTOR SHALL CONTACT THE ARCHITECT TO REQUEST THE MISSING INFORMATION IN PREPARATION OF THEIR BID. THESE REFERENCED ITEMS SHALL BE

PART OF THE BASE BID.

9. IN CASES OF DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND SUBMITTED SHOP DRAWINGS, THE CONTRACT

DOCUMENTS SHALL GOVERN INSTALLATION OF MATERIALS.

CONTRACTOR’S DELEGATED DESIGN

1. CONTRACTOR SHALL RETAIN THE SERVICES OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF

CONNECTICUT TO PERFORM THE DESIGN OF THE FOLLOWING:

A. STRUCTURAL STEEL CONNECTIONS

B. MECHANICAL EQUIPMENT CURB ATTACHMENT TO STEEL FRAMING.

ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY THE ENGINEER AND SUBMITTED FOR REVIEW.

STRUCTURAL STEEL

MATERIALS:

STRUCTURAL STEEL ASTM A 36

ALL W SHAPES ASTM A 992, GR.50

BOLTS ASTM A325

ANCHOR BOLTS ASTM F1554, GRADE 36

WELDING ELECTRODE ASTM E 70

1. DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION, AISC 360-10. ALL REACTIONS SHOWN ON PLAN HAVE BEEN DEVELOPED USING ALLOWABLE

STRESS DESIGN.

2. WELDING SHALL CONFORM TO THE CODE FOR "ARC AND GAS WELDING IN BUILDING CONSTRUCTION" OF THE AMERICAN

WELDING SOCIETY. ALL WELDING SHALL BE DONE BY A CERTIFIED WELDER.

3. FOR MISCELLANEOUS STEEL NOT SPECIFICALLY DETAILED ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL

DRAWINGS.

4. NO WELDING OR FINAL BOLTING SHALL BE DONE UNTIL AS MUCH OF THE STRUCTURE THAT WILL BE STIFFENED THEREBY HAS

BEEN PROPERLY ALIGNED.

5. SEQUENCE OF PLACING WELDS SHALL BE SUCH AS TO AVOID DISTORTION OF MEMBERS.

6. SUBSTITUTION OF STRUCTURAL STEEL MEMBERS IS PERMITTED TO FACILITATE DELIVERY AT NO ADDITIONAL COST TO THE OWNER. SUBSTITUTED MEMBERS MUST BE OF THE SAME NOMINAL DEPTH AS THE MEMBER ORIGINALLY INDICATED AND HAVE A WEIGHT GREATER THAN THAT INDICATED. BEAM FLANGES MUST NOT INFRINGE ON ADJACENT ARCHITECTURAL ELEMENTS.

7. EXISTING STEEL SURFACES TO RECEIVE FIELD WELDS SHALL BE THOROUGHLY CLEANED UNTIL FREE FROM PAINT, RUST, GREASE, ETC.

8. CONTRACTOR IS RESPONSIBLE FOR PROVIDING NEW STEEL FRAMES, AS DETAILED ON THE STRUCTURAL DRAWINGS, AT ALL NEW ROOF OPENINGS REQUIRED BY ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS IN BOTH NEW AND EXISTING STRUCTURES. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE CONTRACT DOCUMENTS AND INCLUDE THESE FRAMES IN THEIR BID PRICE. THESE NEW STEEL FRAMES FOR OPENINGS ARE IN ADDITION TO THE FRAMES

SPECIFICALLY INDICATED ON THE DRAWINGS FOR SPECIFIC SUPPORT CONDITIONS.

9. CONSTRUCTION MANAGER IS RESPONSIBLE TO COORDINATE THE MECHANICAL CURB DIMENSIONS FOR MECHANICAL EQUIPMENT BETWEEN THE MECHANICAL CONTRACTOR AND STRUCTURAL STEEL FABRICATOR. THE STRUCTURAL STEEL

SHALL BE LOCATED ON THE CENTERLINE OF THE MECHANICAL CURB.

10. STEEL CONTRACTOR SHALL PROVIDE SKETCHES FOR ALL CORRECTIVE FIELD WORK WHICH SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL. ALL SKETCHES SHALL BE SIGNED AND SEALED BY THE STEEL FABRICATORS

CONNECTIONS ENGINEER.

1. TYPICAL FOR ALL OPENINGS 4'-0"X4'-0" OR LESS. FOR LARGER OPENINGS SEE SPECIFIC DETAILS.

2. SIMILAR FRAMES FOR ROOF DRAIN OPENINGS.

3. FRAMES TO BE SHOP WELDED ASSEMBLY.

4. FOR LOCATION, SIZE AND QUANTITY REQUIRED SEE ARCH'L. AND MECH'L. DRAWINGS.

5. FOR FRAMES ON JOISTS, PROVIDE JOIST REINFORCING AT BEARING LOCATIONS.

5/

MECH'L DWGS

COORD. WITHEXIST.

STEEL JOIST

OR BEAM

L5x3 1/2x5/16 (LLV)

L3x3x1/4

L6x3x5/16 (LLV) (5"Lg)

ADD L2X2X1/4 WHERE

FRAMES DO NOT ALIGN

WITH JOIST PANEL POINT

L3x3x1/4

1/4"

TYP.

1/4"

TYP.

SAWCUT NEW

ROOF OPENING

NEW OPENING

SAWCUT

DRAWING TITLE:REVISED BY:DATE:DESCRIPTION:REVISION:PROJECT TITLE: DATE:

SCALE:

DRAWN BY:

PROJECT NUMBER:

DRAWING NUMBER:

SILVER PETRUCELLI + ASSOCIATES

203 230 9007

3190 WHITNEY AVENUE HAMDEN CT 06518

silverpetrucelli.com

311 STATE STREET NEW LONDON CT 06320

PROJECT SUBMISSION:

STATE PROJECT NUMBER:

INTERIOR ALTERATIONS AT

AMITY REGIONAL HIGH SCHOOL MEDIA CENTER

25 NEWTON ROAD

WOODBRIDGE, CT 06525 205-0046 A

ISSUED FOR BID: 05/01/2026

23.195

11/07/2025

As indicated

/3

/2

:3 :4

P

MS112

PARTIAL ROOF FRAMING PLAN

AC

1/8" = 1'-0"1 PARTIAL ROOF FRAMING PLAN

REFERENCE:3/4" = 1'-0" 1/ S1123 TYPICAL X-BRACE AT CUT JOIST BRIDGING

REFERENCE:3/4" = 1'-0" 1/ S1124

TYPICAL ROOF TOP EQUIPMENT SUPPORT (AT

EXISTING STEEL JOIST)

REFERENCE:3/4" = 1'-0" 1/ S1122

TYPICAL NEW ROOF OPENING DETAIL WITH

JOISTS & TYPICAL JOIST REINF. DETAIL1

UP UP

D01

D02

D02

D04.1

D04

D04

D04D05

D06

D06

D05

D05

D07

D07

D07

D07

D08

D07

D09D09D09D09D09D09D09

D09

D09 D09 D09

D09

D09

D09

D09

D09

D09

D09

D09

D09 D09

D09

D10

D10

D11

D11

D11

D11

D11

D11

D11

D11

D11

D11

D11

D11

D11

D11

D11

D11

D11

D11

D11 D11 D11 D11

D11

D11

D09 D09

D12

D12

D12

D12

D12

D12

D12

D13

D13

D03 D13

D02 D13

D02 D13

D02 D13

D02 D13

D03

D13D03

D12 D11

D12

D07

D12

D14

D07

D15

D15

D12D15

D13D03

D13D03

D13

D13

D07

D15

D15

D15

D15

D15

D12

D15

D15

D16

D15

D17

D04.1

DEMO ENDS AT EXISTING

GROUT LINE HERE

ALIGN

ALIGN

D18

D19

D07

D05.1

D05.2

D05.1

D05.1

15'-5 5/8" +/-

'-4

D09

8' -0

7'

-4

D21

TYPICAL DEMOLITION

DESIGNATION

DEMOLITION GENERAL NOTES

• READ ALL GENERAL NOTES ON ALL DRAWINGS.

• PROPERLY DISPOSE OF ALL ITEMS IDENTIFIED IN DEMOLITION

NOTES BELOW, UNLESS OTHERWISE NOTED.

• DEMOLITION TAGS WITHOUT LEADERS AND LOCATED BENEATH

EXISTING ROOM NAMES SHALL APPLY IN ENTIRETY TO THE

ROOM IN WHICH THEY ARE LOCATED.

• COORDINATE ARCHITECTURAL DEMOLITION WORK WITH ALL

OTHER TRADES, INCLUDING HAZARDOUS MATERIAL ABATEMENT

DRAWINGS IF APPLICABLE.

• WHERE INCONSISTENCIES OCCUR, NOTIFY THE DESIGN TEAM

AND ASSUME THE GREATER VALUE FOR BIDDING PURPOSES.

• CONTRACTORS SHALL FIELD VERIFY ALL EXISTING CONDITIONS

AND DIMENSIONS.

• SAW CUT AND REMOVE CONCRETE SLAB AND SUB-BASE AT ALL

AREAS AS NECESSARY TO ALLOW FOR NEW UNDERSLAB PIPING,

CONDUIT, RADON PITS, AND UTILITIES. COORD. w/ M/E/P/FP

DRAWINGS.

• PROVIDE NEW OPENINGS IN EXISTING WALLS AS NECESSARY

FOR ALL NEW PENETRATIONS BY DUCT, PIPE, CONDUIT, ETC.

• ALL EXISTING BASE TRIM (INCLUDING EXISTING WALLS TO

REMAIN), WINDOW TREATMENTS, SHADES, HARDWARE, ETC. TO

BE REMOVED AND DISPOSED.

• ALL ADHERED SURFACES ON EXISTING TO REMAIN WALLS,

INCLUDING BUT NOT LIMITED TO WALLCOVERING, TACKBOARDS,

DISPLAY SYSTEMS, DISPENSERS, TO BE REMOVED.

• PROVIDE TEMPORARY SHORING AT ALL NEW AND WIDENED

OPENINGS THROUGH LOAD BEARING WALLS, COORD. w/ FLOOR

PLANS AND STRUCTURAL DRAWINGS.

• NOT ALL DEMOLITION NOTES ARE PRESENT ON EVERY

DEMOLITION SHEET.

• ITEMS IDENTIFIED w/ DASHED LINES, AS SHOWN BELOW, BUT

WIHTOUT TAGS, SHALL BE ASSUMED AS ITEMS TO BE

DEMOLISHED.

DRAWING TITLE:REVISED BY:DATE:DESCRIPTION:REVISION:PROJECT TITLE: DATE:

SCALE:

DRAWN BY:

PROJECT NUMBER:

DRAWING NUMBER:

SILVER PETRUCELLI + ASSOCIATES

203 230 9007

3190 WHITNEY AVENUE HAMDEN CT 06518

silverpetrucelli.com

311 STATE STREET NEW LONDON CT 06320

PROJECT SUBMISSION:

STATE PROJECT NUMBER:

PROJECT

NORTHKEY PLAN

INTERIOR ALTERATIONS AT

AMITY REGIONAL HIGH SCHOOL MEDIA CENTER

25 NEWTON ROAD

WOODBRIDGE, CT 06525 205-0046 A

ISSUED FOR BID: 05/01/2026

23.195

11/07/2025

As indicated

4/

/2

2:

:0

P

MA011

PARTIAL 1st FLOOR DEMOLITION PLAN -

MEDIA CENTER

JLipset

1/8" = 1'-0"1 PARTIAL 1st FLOOR DEMO PLAN - MEDIA CENTER

DEMOLITION KEYNOTES

D01 REMOVE AND DISPOSE OF PORTION OF EXISTING FLOOR TILE,

GROUT, MORTAR, THINSET, AND WALL BASE, ALIGN w/ WALL EDGE

AS INDICATED - EXISTING SUBFLOOR TO REMAIN

D02 REMOVE AND DISPOSE OF EXISTING BROADLOOM CARPET,

ADHESIVES, AND WALL BASE - EXISTING SUBFLOOR TO REMAIN

D03 REMOVE AND DISPOSE OF EXISTING VINYL COMPOSITE TILE,

ADHESIVES, AND WALL BASE - EXISTING SUBFLOOR TO REMAIN

D04 REMOVE AND DISPOSE OF EXISTING 8" NON-LOAD

BEARING-MASONRY WALL TO UNDERSIDE OF DECK ABOVE,

INCLUDING ALL FINISHES, BASE, DEVICES, WIRING, AND

APPURTENANCES; COORD. w/ CONSTRUCTION PLANS.

D04.1 REMOVE AND DISPOSE OF PORTION OF EXISTING 8" NON-LOAD

BEARING-MASONRY WALL TO UNDERSIDE OF DECK ABOVE,

INCLUDING ALL FINISHES, BASE, DEVICES, WIRING, AND

APPURTENANCES; OVER DEMO, DO NOT CUT UNITS; COORD. w/

CONSTRUCTION PLANS.

D05 REMOVE AND DISPOSE OF EXISTING WOOD DOOR(S), GLAZING IF

APPLICABLE, HOLLOW METAL FRAME, AND HARDWARE, OVER

DEMO TO ALLOW FOR NEW CMU BLOCK TO BE TOOTHED-IN

D05.1 REMOVE SALVAGE EXISTING WOOD DOOR AND HARDWARE FOR

REUSE IN NEW LOCATION, GLAZING IF APPLICABLE; DISPOSE OF

HOLLOW METAL FRAME, OVER DEMO TO ALLOW FOR NEW CMU

BLOCK TO BE TOOTHED-IN

D05.2 REMOVE SALVAGE EXISTING WOOD DOOR, ACCESS CONTROL,

AND HARDWARE FOR REUSE IN NEW LOCATION; DISPOSE OF

HOLLOW METAL FRAME, OVER DEMO TO ALLOW FOR NEW CMU

BLOCK TO BE TOOTHED-IN

D06 REMOVE AND DISPOSE OF EXISTING ALUMINUM STOREFRONT

FRAME, DOOR(S), HARDWARE, AND WINDOW COVERINGS

D07 REMOVE AND DISPOSE OF EXISTING MILLWORK, INCLUDING BASE,

WALL, AND TALL CABINETS, COUNTERTOPS, SHELVES, METAL

STANDARDS, SINK FIXTURE AND FAUCET IF APPLICABLE, AND

HARDWARE, COORD. w/ PLUMBING DRAWINGS

D08 REMOVE AND SALVAGE FOR REUSE IN NEW LOCATION EXISTING

INTERIOR WINDOW GLAZING AND HOLLOW METAL FRAME, OVER

DEMO TO ALLOW FOR NEW CMU BLOCK TO BE TOOTHED IN

D09 REMOVE AND DISPOSE OF EXISTING LIBRARY SHELVING AND

DISPLAY MILLWORK, WALL-MOUNTED AND FREE-STANDING,

INCLUDING STUDY CARRELS

D10 REMOVE AND SALVAGE EXISTING WALL-MOUNTED SERVER

EQUIPMENT FOR REUSE IN NEW LOCATION, COORD. w/

ELECTRICAL DRAWINGS

D11 REMOVE AND DISPOSE OF EXISTING WINDOW COVERINGS

D12 REMOVE AND DISPOSE OF ALL EXISTING WALL BOARDS,

INCLUDING MARKER, TACK, INTERACTIVE, AND PROJECTION

SCREENS

D13 REMOVE AND DISPOSE OF ALL SUSPENDED LAY-IN CEILING

SYSTEMS INCLUDING GRID, TILES, ASSOCIATED HANGERS AND

ANCHORS, CEILING MOUNTED LIGHTS, FIXTURES, DEVICES, AV

EQUIP., MECHANICAL SYSTEM SUPPLY AND RETURN LOUVERS,

SPRINKLER HEADS AS INDICATED, COORD. w/ FIRE PROTECTION, MECHANICAL, AND ELECTRICAL DRAWINGS; HARD SURFACES TO

REMAIN.

D14 REMOVE AND SALVAGE EXISTING FIRE EXTINGUISHER AND

RETURN TO OWNER

D15 REMOVE AND DISPOSE OF ALL WALL-MOUNTED ACCESSORIES

SUCH AS, BUT NOT LIMITED TO, SIGNAGE, DIGITAL DISPLAY, ART

DISPLAY SYSTEM, MIRRORS, DISPENSERS AND FLAG MOUNTS

D16 REMOVE AND SALVAGE RECESSED FIRE EXTINGUISHER CABINET,

REINSTALL IN NEW LOCATION, COORD. w/ NEW WORK PLAN

D17 REMOVE AND SALVAGE EGRESS PLAN, RETURN TO OWNER

D18 REMOVE AND DISPOSE OF EXISTING METAL STUD AND GYPSUM

INFILL, INCLUDING ALL FINISHES, BASE, DEVICES, WIRING, AND

APPURTENANCES, COORD. w/ CONSTRUCTION PLANS

D19 REMOVE AND DISPOSE OF EXISTING METAL STUD AND GYPSUM

WALL, INCLUDING ALL FINISHES, BASE, DEVICES, WIRING, AND

APPURTENANCES, COORD. w/ CONSTRUCTION PLANS

D20 REMOVE AND DISPOSE OF LOUVER.

D21 REMOVE AND SALVAGE LIBRARY PLAQUE, REINSTALL IN NEW

LOCATION, COORD. w/ NEW WORK PLAN

TYPICAL DEMOLITION

DESIGNATION

DEMOLITION GENERAL NOTES

• READ ALL GENERAL NOTES ON ALL DRAWINGS.

• PROPERLY DISPOSE OF ALL ITEMS IDENTIFIED IN DEMOLITION

NOTES BELOW, UNLESS OTHERWISE NOTED.

• DEMOLITION TAGS WITHOUT LEADERS AND LOCATED BENEATH

EXISTING ROOM NAMES SHALL APPLY IN ENTIRETY TO THE

ROOM IN WHICH THEY ARE LOCATED.

• COORDINATE ARCHITECTURAL DEMOLITION WORK WITH ALL

OTHER TRADES, INCLUDING HAZARDOUS MATERIAL ABATEMENT

DRAWINGS IF APPLICABLE.

• WHERE INCONSISTENCIES OCCUR, NOTIFY THE DESIGN TEAM

AND ASSUME THE GREATER VALUE FOR BIDDING PURPOSES.

• CONTRACTORS SHALL FIELD VERIFY ALL EXISTING CONDITIONS

AND DIMENSIONS.

• SAW CUT AND REMOVE CONCRETE SLAB AND SUB-BASE AT ALL

AREAS AS NECESSARY TO ALLOW FOR NEW UNDERSLAB PIPING,

CONDUIT, RADON PITS, AND UTILITIES. COORD. w/ M/E/P/FP

DRAWINGS.

• PROVIDE NEW OPENINGS IN EXISTING WALLS AS NECESSARY

FOR ALL NEW PENETRATIONS BY DUCT, PIPE, CONDUIT, ETC.

• ALL EXISTING BASE TRIM (INCLUDING EXISTING WALLS TO

REMAIN), WINDOW TREATMENTS, SHADES, HARDWARE, ETC. TO

BE REMOVED AND DISPOSED.

• ALL ADHERED SURFACES ON EXISTING TO REMAIN WALLS,

INCLUDING BUT NOT LIMITED TO WALLCOVERING, TACKBOARDS,

DISPLAY SYSTEMS, DISPENSERS, TO BE REMOVED.

• PROVIDE TEMPORARY SHORING AT ALL NEW AND WIDENED

OPENINGS THROUGH LOAD BEARING WALLS, COORD. w/ FLOOR

PLANS AND STRUCTURAL DRAWINGS.

• NOT ALL DEMOLITION NOTES ARE PRESENT ON EVERY

DEMOLITION SHEET.

• ITEMS IDENTIFIED w/ DASHED LINES, AS SHOWN BELOW, BUT

WIHTOUT TAGS, SHALL BE ASSUMED AS ITEMS TO BE

DEMOLISHED.

D13

D13

D13

D13

D13

D13 D13

D13

D13

D13

D13

D13

D13

D13

D20

D20

D11D15

AT CLERESTORY

WINDOWS

DRAWING TITLE:REVISED BY:DATE:DESCRIPTION:REVISION:PROJECT TITLE: DATE:

SCALE:

DRAWN BY:

PROJECT NUMBER:

DRAWING NUMBER:

SILVER PETRUCELLI + ASSOCIATES

203 230 9007

3190 WHITNEY AVENUE HAMDEN CT 06518

silverpetrucelli.com

311 STATE STREET NEW LONDON CT 06320

PROJECT SUBMISSION:

STATE PROJECT NUMBER:

PROJECT

NORTHKEY PLAN

INTERIOR ALTERATIONS AT

AMITY REGIONAL HIGH SCHOOL MEDIA CENTER

25 NEWTON ROAD

WOODBRIDGE, CT 06525 205-0046 A

ISSUED FOR BID: 05/01/2026

23.195

11/07/2025

As indicated

4/

/2

2:

:0

P

MA021

PARTIAL 1st FLOOR DEMOLITION RCP -

MEDIA CENTER

JLipset

1/8" = 1'-0"1 PARTIAL 1st FLOOR DEMO RCP - MEDIA CENTER

DEMOLITION KEYNOTES

D01 REMOVE AND DISPOSE OF PORTION OF EXISTING FLOOR TILE,

GROUT, MORTAR, THINSET, AND WALL BASE, ALIGN w/ WALL EDGE

AS INDICATED - EXISTING SUBFLOOR TO REMAIN

D02 REMOVE AND DISPOSE OF EXISTING BROADLOOM CARPET,

ADHESIVES, AND WALL BASE - EXISTING SUBFLOOR TO REMAIN

D03 REMOVE AND DISPOSE OF EXISTING VINYL COMPOSITE TILE,

ADHESIVES, AND WALL BASE - EXISTING SUBFLOOR TO REMAIN

D04 REMOVE AND DISPOSE OF EXISTING 8" NON-LOAD

BEARING-MASONRY WALL TO UNDERSIDE OF DECK ABOVE,

INCLUDING ALL FINISHES, BASE, DEVICES, WIRING, AND

APPURTENANCES; COORD. w/ CONSTRUCTION PLANS.

D04.1 REMOVE AND DISPOSE OF PORTION OF EXISTING 8" NON-LOAD

BEARING-MASONRY WALL TO UNDERSIDE OF DECK ABOVE,

INCLUDING ALL FINISHES, BASE, DEVICES, WIRING, AND

APPURTENANCES; OVER DEMO, DO NOT CUT UNITS; COORD. w/

CONSTRUCTION PLANS.

D05 REMOVE AND DISPOSE OF EXISTING WOOD DOOR(S), GLAZING IF

APPLICABLE, HOLLOW METAL FRAME, AND HARDWARE, OVER

DEMO TO ALLOW FOR NEW CMU BLOCK TO BE TOOTHED-IN

D05.1 REMOVE SALVAGE EXISTING WOOD DOOR AND HARDWARE FOR

REUSE IN NEW LOCATION, GLAZING IF APPLICABLE; DISPOSE OF

HOLLOW METAL FRAME, OVER DEMO TO ALLOW FOR NEW CMU

BLOCK TO BE TOOTHED-IN

D05.2 REMOVE SALVAGE EXISTING WOOD DOOR, ACCESS CONTROL,

AND HARDWARE FOR REUSE IN NEW LOCATION; DISPOSE OF

HOLLOW METAL FRAME, OVER DEMO TO ALLOW FOR NEW CMU

BLOCK TO BE TOOTHED-IN

D06 REMOVE AND DISPOSE OF EXISTING ALUMINUM STOREFRONT

FRAME, DOOR(S), HARDWARE, AND WINDOW COVERINGS

D07 REMOVE AND DISPOSE OF EXISTING MILLWORK, INCLUDING BASE,

WALL, AND TALL CABINETS, COUNTERTOPS, SHELVES, METAL

STANDARDS, SINK FIXTURE AND FAUCET IF APPLICABLE, AND

HARDWARE, COORD. w/ PLUMBING DRAWINGS

D08 REMOVE AND SALVAGE FOR REUSE IN NEW LOCATION EXISTING

INTERIOR WINDOW GLAZING AND HOLLOW METAL FRAME, OVER

DEMO TO ALLOW FOR NEW CMU BLOCK TO BE TOOTHED IN

D09 REMOVE AND DISPOSE OF EXISTING LIBRARY SHELVING AND

DISPLAY MILLWORK, WALL-MOUNTED AND FREE-STANDING,

INCLUDING STUDY CARRELS

D10 REMOVE AND SALVAGE EXISTING WALL-MOUNTED SERVER

EQUIPMENT FOR REUSE IN NEW LOCATION, COORD. w/

ELECTRICAL DRAWINGS

D11 REMOVE AND DISPOSE OF EXISTING WINDOW COVERINGS

D12 REMOVE AND DISPOSE OF ALL EXISTING WALL BOARDS,

INCLUDING MARKER, TACK, INTERACTIVE, AND PROJECTION

SCREENS

D13 REMOVE AND DISPOSE OF ALL SUSPENDED LAY-IN CEILING

SYSTEMS INCLUDING GRID, TILES, ASSOCIATED HANGERS AND

ANCHORS, CEILING MOUNTED LIGHTS, FIXTURES, DEVICES, AV

EQUIP., MECHANICAL SYSTEM SUPPLY AND RETURN LOUVERS,

SPRINKLER HEADS AS INDICATED, COORD. w/ FIRE PROTECTION, MECHANICAL, AND ELECTRICAL DRAWINGS; HARD SURFACES TO

REMAIN.

D14 REMOVE AND SALVAGE EXISTING FIRE EXTINGUISHER AND

RETURN TO OWNER

D15 REMOVE AND DISPOSE OF ALL WALL-MOUNTED ACCESSORIES

SUCH AS, BUT NOT LIMITED TO, SIGNAGE, DIGITAL DISPLAY, ART

DISPLAY SYSTEM, MIRRORS, DISPENSERS AND FLAG MOUNTS

D16 REMOVE AND SALVAGE RECESSED FIRE EXTINGUISHER CABINET,

REINSTALL IN NEW LOCATION, COORD. w/ NEW WORK PLAN

D17 REMOVE AND SALVAGE EGRESS PLAN, RETURN TO OWNER

D18 REMOVE AND DISPOSE OF EXISTING METAL STUD AND GYPSUM

INFILL, INCLUDING ALL FINISHES, BASE, DEVICES, WIRING, AND

APPURTENANCES, COORD. w/ CONSTRUCTION PLANS

D19 REMOVE AND DISPOSE OF EXISTING METAL STUD AND GYPSUM

WALL, INCLUDING ALL FINISHES, BASE, DEVICES, WIRING, AND

APPURTENANCES, COORD. w/ CONSTRUCTION PLANS

D20 REMOVE AND DISPOSE OF LOUVER.

D21 REMOVE AND SALVAGE LIBRARY PLAQUE, REINSTALL IN NEW

LOCATION, COORD. w/ NEW WORK PLAN

FD

SYMBOL LEGEND

- NEW METAL STUD PARTITIONS

- DOOR NUMBER

- WINDOW TYPE

- ROOM NUMBER

- PARTITION TYPE

- CONSTRUCTION NOTE

1A

- ROOM NAME

- NEW MASONRY WALL

- NEW CMU WALL

- WALL SECTION NUMBER

- SHEET NUMBER

- FIRE EXTINGUISHER CABINETF.E.C.

• READ ALL GENERAL NOTES ON ALL DRAWINGS.

• CONTRACTORS SHALL FIELD VERIFY ALL CONDITIONS AND

DIMENSIONS.

• PATCH TO MATCH ALL EXISTING TO REMAIN WALLS, CEILINGS,

AND SURFACES THAT ARE AFFECTED BY THE NEW WORK.

• ALL NEW WALL AND PARTITION ASSEMBLIES SHALL EXTEND TO

UNDERSIDE OF DECK UNLESS OTHERWISE NOTED.

• PROVIDE CMU WITH PRE-MANUFACTURED BULLNOSE AT ALL

EXPOSED CORNERS.

• WHERE THE WORD "ALIGN" IS INDICATED IT SHALL MEAN TO

ALIGN BOTH SIDES OF WALL.

• ALL EXISTING WALLS AND NEW WALLS MUST BE PREPPED

ACCORDINGLY BEFORE FINISHES ARE APPLIED; REFER TO

PROJECT MANUAL.

• PROVIDE ANCHORS TO TOPS, JAMBS, AND SILLS OF CURTAIN

WALLS OR STOREFRONT SYSTEMS.

- FLOOR DRAIN - SLOPE TO DRAINFD

XX

- BUILDING SECTION NUMBER

- SHEET NUMBER

A400

- EXTERIOR ELEVATION NUMBER

- SHEET NUMBER

- INTERIOR ELEVATION NUMBER

- SHEET NUMBER

A101

A101

A400

A420

ROOM NAME

- EXISTING WALL

E 101 A

GENERAL NOTES

C

X4 X4

X5 X5

X6 X6

X7 X7

X8 X8

X9

X9

X10

X10

X11

X11

X12

X12

X13

X13

X14

X14

X15

X15X3X18

X19

X20

X21

X23

X23

A7327

A7306

A734

A734 2

A734

A7344

LIBRARY CLASSROOM

TECHNOLOGY OFF.

NON-LIBRARY

CLASSROOM

LIBRARY DIR. OFFICE

CORRIDOR

STORAGE

128A

TECH SERVICES

CIRC. DESK

130A

LMC ENTRY

RECORDING

BOOK STACKS

130B

TECH STOR.

125A

COLLABORATIVE AREA

130C

131.1

125B

128A

0.

0.

PODCASTING

SERVER RM

125B

WORKROOM

A7354

WB-2

A73312

A705

2A

A705

W

2A

20'-0"

'-4

/8

A736

A736

A736

A737

A730

A730

2A

LMC EXIT

MECHANICAL

X100

ELEC.

X100A

C01

C01

C02

C02

C02

C02

C03

C03

C03

C03

C03

C03

C03

C03

C03

C03

C03

C03

C03

C03

C03

C03

C04

READING ROOM

130D

W

2A

2B

9'-0"

6" CMU PARTITION,

5 COURSES HIGH

ADD FLOOR STOP

C07

C03

2A

A7312 3

125A

124.1

128.1128.2

131.2

124.2

CORRIDOR

X122

FF&E DESK AND

SOFFIT ABOVE

TO BE ℄ ON

ENTRY / EXIT

FEC

FEC

FEC

130.3

130.2

C10

C11

4'- 0"

12'-6"

'-4

13'-2" 7 1/2" 24'-5" 6'-7" +/- 3'

-9

ALIGN HEAD OF

W01 w/ WALL FACE

44'-9 3/8" +/-

12'-0"

4'- 0"

DRAWING TITLE:REVISED BY:DATE:DESCRIPTION:REVISION:PROJECT TITLE: DATE:

SCALE:

DRAWN BY:

PROJECT NUMBER:

DRAWING NUMBER:

SILVER PETRUCELLI + ASSOCIATES

203 230 9007

3190 WHITNEY AVENUE HAMDEN CT 06518

silverpetrucelli.com

311 STATE STREET NEW LONDON CT 06320

PROJECT SUBMISSION:

STATE PROJECT NUMBER:

PROJECT

NORTHKEY PLAN

INTERIOR ALTERATIONS AT

AMITY REGIONAL HIGH SCHOOL MEDIA CENTER

25 NEWTON ROAD

WOODBRIDGE, CT 06525 205-0046 A

ISSUED FOR BID: 05/01/2026

23.195

11/07/2025

As indicated

4/

/2

2:

:0

P

MA111

PARTIAL 1st FLOOR NEW WORK PLAN -

MEDIA CENTER

JLipset

1/8" = 1'-0"1 PARTIAL 1st FLOOR NEW WORK PLAN

CONSTRUCTION KEYNOTES

C01 INFILL OPENING AT EXISTING CMU WALL. NEW CMU TO MATCH

CMU WIDTH, DEPTH, COURSING, AND MORTAR JOINTS.

C02 PATCH AND REPAIR ALL REMAINING WALLS THAT PREVIOUSLY

INTERSECTED w/ DEMOLISHED WALLS

C03 PROVIDE AND INSTALL BOX VALANCE AND MANUALLY OPERATED

SOLAR ROLLER SHADE (WS-1); REFER TO PROJECT MANUAL

C04 PROVIDE AND INSTALL MOTORIZED SOLAR ROLLER SHADE (WS-2);

REFER TO PROJECT MANUAL AND COORD. w/ ELECTRICAL

DRAWINGS

C05 INSTALL EXISTING, SALVAGED HM FRAME AND GLAZING IN NEW

LOCATION, ALIGN SILL AND HEAD w/ ADJACENT EXISTING HM FRAME; COORDINATE w/ DEMO PLAN

C06 INSTALL EXISTING SALVAGED DOOR AND HARDWARE IN NEW H.M.

FRAME

C06.1 INSTALL EXISTING SALVAGED DOOR, ACCESS CONTROL, AND

HARDWARE IN NEW H.M. FRAME

C07 ALTER SALVAGED EXISTING WOOD DOOR w/ NEW VISION LIGHT

TO MATCH ADJACENT CLASSROOM DOOR; INSTALL EXISTING

ALTERED DOOR AND HARDWARE IN NEW H.M. FRAME IN NEW

LOCATION

C08 GROUT CORES OF EXISTING MASONRY WALLS SOLID FOR

ACOUSTICAL ISOLATION BETWEEN ADJACENT ROOMS

C09 PATCH IN GYP BOARD WHERE LOUVER WAS REMOVED. PATCH AS

REQUIRED AND PAINT TO MATCH ADJACENT FINISH.

C10 PROVIDE SPLIT FACE SOLID CAP BLOCK AT TOP OF PARTIAL

HEIGHT PARTITION

C11 PROVIDE AND INSTALL (4) DIGITAL DISPLAYS w/ LOW-PROFILE TILT

WALL-MOUNT HARDWARE; PROVIDE POWER / DATA AS REQ'D

C12 REINSTALL SALVAGED RECESSED FIRE EXTINGUISHER CABINET

AND LIBRARY PLAQUE; REFER TO ELEVATION 6/A730

WALL BOARD SCHEDULE

TB-1 8'-0" x 4'-0" TACK BOARD

WB-1 16'-0" x 4'-0" WHITE BOARD w/ TRAY

WB-2 12'-0" x 4'-0" WHITE BOARD w/ TRAY

WB-3 8'-0" x 4'-0" WHITE BOARD w/ TRAY

WB-4 8'-0" x 4'-0" WHITE BOARD

WB-5 6'-0" x 4'-0" WHITE BOARD w/ TRAY

WB-6 6'-0" x 4'-0" WHITE BOARD

ROOF H1

+/- 1,558 SF

ELEV: +/- 25'-0" (+11'-0")

ROOF SYSTEM: METAL STANDING SEAM (EXISTING)

ROOF DECK: METAL DECK (EXISTING)

ROOF Z

+/- 4,676 SF

ELEV: +/- 24'-0"

ROOF SYSTEM: ASPHALT BUR ROOF SYSTEM (EXISTING)

ROOF DECK: METAL DECK (EXISTING)

EXISTING TREMCO WARRANTY EXPIRES 2027

SEE PROJECT MANUAL FOR ADD'L INSURANCE INFO.

ROOF W

+/- 18,515 SF

ELEV: +/- 26'-8"

ROOF SYSTEM: ASPHALT BUR ROOF SYSTEM (EXISTING)

ROOF DECK: METAL DECK (EXISTING)

ROOF D1

+/- 1,315 SF

ELEV: +/- 15'-0"

ROOF SYSTEM: ASPHALT BUR ROOF SYSTEM (EXISTING)

ROOF DECK: METAL DECK (EXISTING)

ROOF C1

+/- 20,046 SF

ELEV: +/- 26'-8"

ROOF SYSTEM: ASPHALT BUR ROOF SYSTEM (EXISTING)

ROOF DECK: METAL DECK (EXISTING)

ROOF B1

+/- 3,191 SF

ELEV: +/- 26'-8"

ROOF SYSTEM: ASPHALT BUR ROOF SYSTEM (EXISTING)

ROOF DECK: METAL DECK (EXISTING)

ROOF A1

+/- 692 SF

ELEV: +/- 37'-0"

ROOF SYSTEM: METAL STANDING SEAM (EXISTING)

ROOF DECK: METAL DECK (EXISTING)

ROOF I1

ELEV: +/- 28'-9"

ROOF SYSTEM: METAL STANDING SEAM (EXISTING)

ROOF DECK: METAL DECK (EXISTING)

ROOF DRAIN ETR,

TYP. ALL LOCATIONS

ROOF TOP UNIT -

SEE MECHANICAL DRAWINGS

NEW MECHANICAL DUCTWORK -

COORDINATE WITH MECHANICAL

DRAWINGS FOR LOCATIONS

ROOFTOP ERV UNIT -

SEE MECHANICAL DRAWINGS

AIR COOLED CONDENSING UNIT -

SEE MECHANICAL DRAWINGS

OUTDOOR UNIT -

SEE MECHANICAL DRAWINGS

R.D.

R.D.R.D.

R.D. R.D.

E.M.G.

E.M.G.

E.M.G.

E.M.G.

EXISTING

ROOF LADDER

ROOF E1

+/- 7,284 SF

ELEV: +/- 15'-0"

ROOF SYSTEM: ASPHALT BUR ROOF SYSTEM (EXISTING)

ROOF DECK: METAL DECK (EXISTING)

ROOF T

+/- 11,817 SF

ELEV: +/- 26'-8"

ROOF SYSTEM: SINGLE PLY EPDM (EXISTING)

ROOF DECK: METAL DECK (EXISTING)

ROOF DEMO/CONSTRUCTION NOTES

• ALL MATERIALS ARE NEW UNLESS OTHERWISE NOTED

"EXISTING".

• ALL WOOD BLOCKING (P.T.), PLYWOOD & NAILERS ARE TO BE

PRESSURE TREATED (P.T.)

• ALL WOOD BLOCKING (P.T.) INDICATED IN DETAILS ARE TO BE

ANCHORED TO THE EXISTING STRUCTURE

• CONTRACTOR ASSUMES ALL RESPONSIBILITY DURING PROJECT

& WILL REPLACE ANY & ALL DAMAGED EQUIPMENT AT NO

ADDITIONAL COST TO THE OWNER

• SITE AREAS DISTURBED SHALL BE CLEANED & RE-LEVELED, W/

LAWN AREAS MAGNETICALLY RAKED TO REMOVE ANY METAL

DEBRIS & RE-SEEDED AS REQUIRED TO MATCH ADJACENT

CONDITIONS

• CONTRACTOR IS TO MAKE ROOF WATER TIGHT AT THE END OF

EACH WORK DAY, INCLUDING ALL ROOF PENETRATIONS.

• REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION ON STRUCTURAL REINFORCEMENT

• REFER TO M/E/P DRAWINGS FOR ADDITIONAL INFORMATION &

COORDINATE IF THERE ARE ANY DISCREPANCIES.

ROOF AREAS

ROOF A1 692 SF +/- (METAL STANDING SEAM)

ROOF B1 3,191 SF +/- (ASPHALT BUR ROOF SYSTEM)

ROOF C1 20,046 SF +/- (ASPHALT BUR ROOF SYSTEM)

ROOF D1 1,315 SF +/- (ASPHALT BUR ROOF SYSTEM)

ROOF E1 7,284 SF +/- (ASPHALT BUR ROOF SYSTEM)

ROOF H1 1,558 SF +/- (METAL STANDING SEAM)

ROOF I1 10,360 SF +/- (METAL STANDING SEAM)

ROOF T 11,817 SF +/- (SINGLE PLY EPDM)

ROOF W 18,515 SF +/- (ASPHALT BUR ROOF SYSTEM)

ROOF Z 4,676 SF +/- (ASPHALT BUR ROOF SYSTEM)

CODE INFORMATION (2015 IEBC)

PRIMARY USE GROUP: R-2

CONSTRUCTION CLASS: VB

ROOF LEGEND

- PLAN, SEC., DETAIL OR ELEV. NUMBER

- SHEET NUMBER

- INDICATES HIGH POINT OF GUTTER H.P.

X

XX

- VENT STACKV.S.

- EXISTING ROOF DRAIN E.R.D.

- EXHAUST VENT / LOUVER E.V.

SLOPE

5"

- ROOF SLOPE AND DIRECTION

- 3 x 4 ALUMINUM DOWNSPOUT D.S.

- CRICKET

12"

- EXISTING METAL GUTTERE.M.G.

- RIDGE VENT R.V.

ENERGY CONSERVATION

IBC CODE REQUIREMENT R-VALUE

1'-0"

COORDINATE W/ DUCT SIZES

VARIES 1'-0"

C O

O R

D

IN

A T

E W

/ D U

C T

S

IZ

E S

V A

R

IE

S

1-5/8" SQUARE STAINLESS STEEL STRUT

CHANNELS (TYP). SIZE AS REQUIRED TO

COORDINATE W/ DUCTWORK

STAINLESS STEEL CORNER ANGLE (TYP - EACH SIDE)

STAINLESS STEEL CORNER ANGLE W/ BRACKET

BELOW DUCT SUPPORT (TYP - EACH SIDE)

ROOF SUPPORT CURB - REFER TO

ADJACENT SECTION

ALL BASEPLATES & FASTENERS TO BE

STAINLESS STEEL (TYP)

2X12 WOOD BLOCKING FASTENED TO DECK

(SAME THICKNESS AS INSULATION)

METAL FLASHING W/ CONT. METAL

CLIP @ BOTH SIDES

(3) 2X10 WOOD BLOCKING 12" IN LENGTH.

2X6 WOOD NAILER

STAINLESS STEEL DUCT OR

CONDENSING UNIT SUPPORTS

COVER BOARD

EXISTING TAPERED POLYISOCYANURATE

INSULATION

EXISTING 4" POLYISOCYANURATE INSULATION (R-30)

EXISTING TWO-PLY MOD BIT BASE SHEET ROOFING MEMBRANE

TWO-PLY MOD BIT CAP SHEET ROOFING MEMBRANE

8" MIN

4" M

IN

TWO-PLY MOD BIT FLASHING ROOFING MEMBRANE

4" CANT STRIP4"

8"

M

IN

FILLER

POURABLE FILLER

METAL PITCH BOX

TWO-PLY MOD BIT FLASHING ROOFING MEMBRANE

EXISTING TWO-PLY MOD BIT BASE SHEET ROOFING

MEMBRANE

EXISTING COVER BOARD

EXISTING TAPERED POLYISOCYANURATE INSULATION

EXISTING ROOF DECK

2X6 WOOD BLOCKING. (SAME THICKNESS AS INSULATION)

ROOF PENETRATION. ANCHOR TO STRUCTURE

WHEN PROVIDED AS GUARDRAIL POST

EXISTING 4" POLYISOCYANURATE INSULATION (R-30)

8" MIN TWO-PLY MOD BIT CAP SHEET ROOFING MEMBRANE

DUCT / EXHAUST

EXISTING COVER BOARD

2X6 WOOD BLOCKING. (SAME THICKNESS

AS INSULATION)

EXISTING ROOF DECK

TREATED WOOD

BLOCKING

INSULATED

PREFABRICATED METAL

FAN CURB SET ON WOOD

EXISTING TAPERED

POLYISOCYANURATE INSULATION

EXISTING 4" POLYISOCYANURATE INSULATION (R-30)

MECHANICAL UNIT FLASHING

TOP OF CURB

SHALL BE LEVEL

IN BOTH

DIRECTIONS

EXISTING TWO-PLY MOD BIT BASE SHEET ROOFING MEMBRANE

TWO-PLY MOD BIT CAP SHEET ROOFING MEMBRANE

8" MIN

4" M

IN

TWO-PLY MOD BIT FLASHING ROOFING MEMBRANE

4" CANT STRIP

8" M

IN

EXHAUST OR VENT STACK

WELDED SPLICE

CONT. BEAD OF SEALANT

METAL CLAMP RING

FIELD FABRICATED METAL HOOD

PREMOLDED PIPE FLASHING

EXISTING COVER BOARD

EXISTING TAPERED POLYISOCYANURATE INSULATION

EXISTING ROOF DECK

2X6 WOOD BLOCKING. (SAME THICKNESS AS INSULATION)

EXISTING 4" POLYISOCYANURATE INSULATION (R-30)

FASTENING PLATE 12" O.C.

EXISTING TWO-PLY MOD BIT BASE SHEET ROOFING MEMBRANE

TWO-PLY MOD BIT CAP SHEET ROOFING MEMBRANE

TWO-PLY MOD BIT FLASHING ROOFING MEMBRANE

KEY PLAN

H

G

P

E F

I

L

F3

J

K

F2

F1

X Y

COURTYARD

C1

G3

A1

E1D1B1

G2

G1

H1

Z

W T

S

Q

O

R

N M

V

U

B

A

C

D D

I1

K1

DRAWING TITLE:REVISED BY:DATE:DESCRIPTION:REVISION:PROJECT TITLE: DATE:

SCALE:

DRAWN BY:

PROJECT NUMBER:

DRAWING NUMBER:

SILVER…