W R

DRAWING LIST

G-001 COVER SHEET

A-001 GENERAL NOTES AND ABBREVIATIONS

A-002 PHASING PLAN

A-100 REFERENCE PLAN

AD-101 DEMOLITION FLOOR PLAN AND DETAILS

AD-102 DEMOLITION REFLECTED CEILING PLAN

A-101 FLOOR PLAN

A-111 REFLECTED CEILING PLAN

A-401 DOOR SCHEDULE, INTERIOR ELEVATIONS, AND DETAILS

A-501 PARTITION TYPES AND DETAILS

A-701 FINISH SCHEDULE AND FLOOR FINISH PLAN

M-001 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

MD-101 DEMOLITION PLAN

M-101 PLANS

NORTH

PLAN

NORTHNORTH

Copyright ©

CONTRACT DRAWINGS

FOR THE CONSTRUCTION OF

KEY PLAN

LOCATION MAP

NO ALTERATION PERMITTED HEREON EXCEPT AS PROVIDED UNDER

SECTION 7209 SUBDIVISION 2 OF THE NEW YORK EDUCATION LAW

TO THE BEST OF OUR KNOWLEDGE, INFORMATION AND BELIEF, THE

PLANS AND SPECIFICATIONS FOR THIS PROJECT ARE IN COMPLIANCE

WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW

YORK STATE AND THE BUILDING CODE OF NEW YORK STATE

PUBLIC SAFETY BUILDING

CORRIDOR RENOVATION

MADISON COUNTY

138 NORTH COURT STREET, BLDG 7

WAMPSVILLE, NY 13163

MAY 2026

C&S PROJECT NUMBER: 178.033.001

G-001

EARTH

GRANULAR FILL

CONCRETE

BRICK

CONCRETE MASONRY UNIT

STEEL SECTION

STRUCTURAL STEEL

PLYWOOD

WOOD (FINISHED)

WOOD (CONTINUOUS)

WOOD (BLOCKING)

INSULATION (LOOSE OR BATT)

INSULATION (RIGID BOARD)

GLASS

ACOUSTIC/CERAMIC TILE

GYPSUM WALL BOARD, SAND,

PLASTER, CEMENT, GROUT

TERRAZZO

CARPET

A-101

A1

SIM

A

ROOM NAME

150 SF

A1 / A-101 VIEW REFERENCE

LEVEL REFERENCE

DETAIL CALLOUT

WALL SECTION

BUILDING SECTION

INTERIOR ELEVATION

EXTERIOR ELEVATION

STRUCTURAL GRID

DESCRIPTIONSYMBOL

ROOM TAG

WALL TAG

DOOR TAG

WINDOW TAG

REVISION TAG

STRUCTURAL GRID LINE

FINISHED SURFACE LINE

DEMOLITION LINE

OVERHEAD/HIDDEN LINE

DESCRIPTIONSYMBOL

A1

A-101

SIM

A1

A-101

SIM

A1

A-101

SIM

A1

A-101

SIM

MA3

CONSTRUCTION TO

BE DEMOLISHED

EXISTING CONSTRUCTION

TO REMAIN NEW CONSTRUCTION

ARCHITECTURAL GENERAL NOTES:

1. DIMENSIONS NOTED "EQ" ARE EQUAL TO EACH OTHER ONLY IF THEY ARE ON THE SAME DIMENSION STRING AND IN THE

SAME ROW.

2. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. REFER TO DRAWINGS FOR DIMENSIONS. REQUIRED CRITICAL DIMENSIONS NOT FOUND SHOULD BE FIELD VERIFIED OR OBTAINED FROM ARCHITECT. VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD (EXISTING AND PROPOSED CONSTRUCTION) AND BRING ANY DISCREPANCIES TO THE IMMEDIATE

ATTENTION OF THE ARCHITECT.

3. ROOM NUMBERING IS FOR CONSTRUCTION PURPOSES ONLY. ACTUAL ROOM NUMBERING TO BE COORDINATED WITH

OWNER PRIOR TO ANY SCHEDULING OR LABELING.

4. ALL DIMENSIONS ARE TO FACE OF FRAMING, FACE OF MASONRY UNIT, OR FINISHED FACE OF EXISTING CONSTRUCTION.

5. ALL MASONRY DIMENSIONS ARE NOMINAL.

6. PROTECT ALL EXISTING FINISH SURFACES TO REMAIN. PATCH EXISTING CONSTRUCTION TO MATCH ADJACENT FINISHES TO REMAIN AT ALL REMOVALS AND AS REQUIRED BY NEW YORK. ALL DAMAGE CAUSED BY THE CONTRACTOR, WHETHER INSIDE OR OUTSIDE THE CONTRACT LIMIT, SHALL BE REPLACED OR REPAIRED TO A LIKE NEW CONDITION AT NO

ADDITIONAL COST TO THE OWNER.

7. THE TERM "WALL" AND "PARTITION" ARE USED INTERCHANGEABLY.

8. PROVIDE GYPSUM BOARD CONTROL JOINTS WHERE ANY OF THE FOLLOWING CONDITIONS EXIST:

A. PARTITIONS OR CEILINGS OF DISSIMILAR CONSTRUCTION MEET AND REMAIN IN THE SAME PLANE B. EXPANSION OR CONTROL JOINTS OCCUR IN THE BUILDING STRUCTURE OR WALL CONSTRUCTION C. GYPSUM BOARD PARTITIONS WHERE THE SURFACE EXCEEDS A LENGTH OF 30' MAXIMUM IN ANY DIRECTION D. GYPSUM BOARD CEILINGS WHERE THE SURFACE EXCEEDS A LENGTH OF 50' MAXIMUM IN ANY DIRECTION (WITH

PERIMETER RELIEF) OR 30' MAXIMUM IN ANY DIRECTION (WITHOUT PERIMETER RELIEF)

9. IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THE WORK. IF SUSPECTED HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB; IMMEDIATELY NOTIFY ARCHITECT AND OWNER.

10. COORDINATE WITH THE OWNER FOR ALL UTILITY SHUT-OFFS. ANY REQUIRED SHUT-OFFS ARE TO BE APPROVED BY THE OWNER. NOTIFY THE OWNER AT A MINIMUM TIME OF ONE (1) WEEK AND ADDITIONALLY ONE (1) HOUR PRIOR TO SHUT

DOWNS.

11. THE FACILITY IS TO REMAIN IN OPERATION WHILE THE WORK IS BEING PERFORMED. CONTRACTOR TO ALLOW OCCUPANTS TO TRAVERSE AND EXIT THROUGH WORK AREA DURING DURATION OF WORK. NOTIFY OWNER A MINIMUM OF TWO (2) DAYS PRIOR AND ADDITIONALLY ONE (1) HOUR PRIOR IF ACCESS WILL BE RESTRICTED. COORDINATE ACCESS, STAGING, AND SCHEDULE WITH OWNER.

ARCHITECTURAL MASONRY NOTES:

1. TEST (VERIFY) THE COMPRESSIVE STRENGTH OF THE MASONRY BY THE UNIT STRENGTH METHOD. VERIFY THE COMPRESSIVE STRENGTH OF THE MASONRY BEFORE CONSTRUCTION. ALL CONCRETE MASONRY ASSEMBLAGES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (FM) OF 2,150 PSI. MASONRY UNITS SHALL BE ACCORDING TO REQUIREMENTS OF ASTM C90 HOLLOW CORE, GRADE N, WITH A NET AREA COMPRESSIVE STRENGTH 2,800 PSI MINIMUM MORTAR SHALL BE TYPE S WITH WASHED SAND AGGREGATE ACCORDING TO REQUIREMENTS OF ASTM C144. MORTAR SHALL BE ACCORDING TO REQUIREMENTS OF ASTM C270 (PROPORTION SPECIFICATION TYPE S). SUBMIT FOR REVIEW PRODUCT DATA

CONFIRMING THAT MASONRY PRODUCTS MEET OR EXCEED THESE STANDARDS.

2. FOR FILLING SPACES 4" OR LARGER IN BOTH DIRECTIONS, USE "COARSE GROUT" WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. THE GROUT SHALL BE TESTED IN ACCORDANCE WITH ASTM C1019. FOR FILLING SPACES LESS THAN

4" IN ONE OR BOTH DIRECTIONS USE FINE GROUT PROPORTIONED PER ASTM C476.

3. PLACE GROUT IN 4'-0" LIFTS AT 9" TO 11" SLUMP (HIGH-RANGE WATER REDUCING ADMIXTURE ASTM C494 TYPE F OR TYPE G).

4. PROVIDE CLASS B TENSION LAP AT ALL VERTICAL CMU REINFORCING UON. ALL BARS SHALL BE TIED.

5. ALL MASONRY SHALL HAVE STANDARD HORIZONTAL JOINT REINFORCING AT 16" O.C. HOT DIPPED GALV.

6. PROVIDE DOWELS @ BOTTOM OF CMU WALL, MATCH VERTICAL BAR SPACING, TYP.

7. PROVIDE STANDARD HOOKED HORIZONTAL BARS AT ENDS OF BOND BEAMS. ALL VERTICAL BARS SHALL HAVE STANDARD

HOOK INTO BOND BEAM.

8. CONTRACTOR IS RESPONSIBLE FOR CMU WALL BRACING DURING CONSTRUCTION.

9. THROUGH PENETRATIONS FOR CMU WALLS THAT ARE CONFINED TO A SINGLE 8"X16" MASONRY UNIT SHALL NOT REQUIRE

LINTELS OR OTHER REINFORCEMENT.

10. MULTIPLE PENETRATIONS THROUGH CMU WALLS SHALL NOT REQUIRE REINFORCEMENT PROVIDED THERE IS ONE FULL

8"X16" BETWEEN PENETRATIONS.

11. WHERE MULTIPLE PENETRATIONS ARE THROUGH ADJACENT 8"X16" MASONRY UNITS PROVIDE LINTELS PER STANDARD

DETAIL DRAWINGS.

APPLICABLE CODES

2025 Existing Building Code of New York State 2025 Building Code of New York State 2025 Plumbing Code of New York State 2025 Mechanical Code of New York State 2025 Fuel Gas Code of New York State 2025 Energy Conservation Code of New York State ICC A117.1-17 - Accessible and Usable Buildings and Facilities

PROJECT DESCRIPTION:

Two doors will be relocated to create a continuous corridor around the Housing Control Center to allow for improved access and visibility.

EXISTING BUILDING CODE OF NEW YORK STATE (EBCNYS):

Classification of Work

1. Work Area Compliance Method: Shall comply with Chapters 6 through 12 of this code.

1. Alteration – Level 2: Reconfiguration of space, the addition of any door or window, and the installation of additional equipment (where work area is less than 50% of building area).

• Shall comply with Chapters 7 and 8

Chapter 8: Alteration Level 2

1. Chapter 8 – Alteration Level 2

• New elements, materials, equipment, and reconfigured spaces will comply with the IBC.

BUILDING CODE OF NEW YORK STATE (BCNYS):

Chapter 3: Occupancy Classification and Use

1. Institutional Group I-3

Chapter 6: Types of Construction

1. Type I-B: Fire-Resistance Rating Requirements for Building Elements

Item Required Provided

• Primary structural frame 2 No work

• Exterior bearing walls 2 No work

• Interior bearing walls 2 No work

• Exterior nonbearing walls 0 (X≥30) No work

• Interior nonbearing walls 0 0

• Floor construction 2 No work

• Roof construction 1-1/2 No work

Chapter 8: Interior Finishes

1. Interior Wall and Ceiling Finish Requirements based on occupancy (Sprinklered) Group Corridors Rooms

• I-3 A C

Chapter 10: Means of Egress

1. Means of Egress Sizing

• Other egress components: 0.15” per occupant

• Existing egress widths are maintained.

2. Number of Exits and Exit Access Doorways

1. Existing number of exits are maintained.

3. Exit Access Travel Distance

• Group I-3 (Sprinklered): Maximum 200’ Provided: Existing travel distance is maintained.

4. Corridors

• Minimum width: 44” Provided: 50”

SCALE: NOT TO SCALE

A3 ABBREVIATIONS LIST

SCALE: NOT TO SCALE

A2 SYMBOLS LEGEND

SCALE: 1 : 1A4 MATERIAL LEGEND

NO ALTERATION PERMITTED HEREON

EXCEPT AS PROVIDED UNDER SECTION

7209 SUBDIVISION 2 OF THE NEW YORK

EDUCATION LAW

DATEMARK

REVISIONS

DESCRIPTION

B

A

1 2 3

C

1 2 3

B

A

C

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJECT NO:

DATE:

Copyright ©

499 Col. Eileen Collins Blvd Syracuse, New York 13212

Phone: 315-455-2000 Fax: 315-455-9667 www.cscos.com

C&S Architects & Engineers, LLC

GENERAL NOTES AND

ABBREVIATIONS

A-001

MAY 2026

A.M. BRUCE, AIA

A.M. BRUCE, AIA

D.J. MARINARO

178.033.001

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REGISTRATION EXPIRES: 11/30/2026

CERTIFICATE OF AUTHORIZATION# 023741

ABBREVIATIONS

ACT ACOUSTICAL CEILING

TILE

AFF ABOVE FINISHED

FLOOR

ALUM ALUMINUM

AMP ACOUSTICAL METAL

PANEL

BD BOARD

BL BUILDING LINE

BLDG BUILDING

BLK BLOCK

BOT BOTTOM

CB CHALKBOARD

CBB CEMENTITIOUS

BACKER BOARD

CG CORNER GUARD

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLKG CAULK(ING)

CLOS CLOSET

CLR CLEAR / CLEARANCE

CMU CONCRETE

MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CRS COURSE(S)

CT CERAMIC TILE

CTR CENTER

CTR COUNTER

CW CURTAIN WALL

DEMO DEMOLISH /

DEMOLITION

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DIS DISPENSER

DN DOWN

DWG DRAWING

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC /

ELECTRICAL

ELEV ELEVATOR

ENCL ENCLOSURE

ENTR ENTRANCE

ENTR GRL ENTRANCE GRILLE

EQ EQUAL

EQUIP EQUIPMENT

ETR EXISTING TO REMAIN

EWC ELECTRIC WATER

COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION /

EXPOSED

EXT EXTERIOR

F/F FACE TO FACE

FA FIRE ALARM

FBO FURNISHED BY

OTHERS

FD FLOOR DRAIN

FDTN FOUNDATION

FEC FIRE EXTINGUISHER

CABINET

FF FINISH FLOOR

FGL FIBERGLASS

FHC FIRE HOSE CABINET

FIN FINISH(ED)

FIN GR FINISH GRADE

FIXT FIXTURE

FLASH FLASHING

FLR FLOOR

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUDS

FOW FACE OF WALL

FP FIREPROOF

FP FIRE PROTECTION

FRP FIBER REINFORCED

POLYESTER /

PLASTIC

FRT FIRE RETARDANT

TREATED

FT FEET / FOOT

FTG FOOTING

FURG FURRING

FURN FURNITURE

GA GAGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL

CONTRACTOR

GL GLASS

GL BLK GLASS BLOCK

GL TL GLASS TILE

GR GRADE

GRL GRILLE

GYP BD GYPSUM BOARD

HDWD HARDWOOD

HM HOLLOW METAL

HNDRL HANDRAIL

HP HIGH POINT

HT HEIGHT

ABBREVIATIONS

ID INSIDE DIAMETER

IG INSULATING GLASS

IMP INSULATED METAL

PANEL

IMWP INSULATED METAL

WALL PANEL

INSUL INSULATION /

INSULATED

INT INTERIOR

IRWC IMPACT RESISTANT

WALL COVERING

ISG INSULATING

SPANDREL GLAZING

ITG INSULATING

TEMPERED GLASS

JC JANITOR'S CLOSET

KD KNOCKDOWN

L ANGLE

L LENGTH / LONG

LAM LAMINATE

LAV LAVATORY

LF LINEAL FEET

LG LAMINATED GLASS

LLH LONG LEG

HORIZONTAL

LLV LONG LEG VERTICAL

LPT LOW POINT

LVT LAMINATED VINYL

TILE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MO MASONRY OPENING

MTL METAL

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OSB ORIENTED STRAND

BOARD

P PAINT

PBD PARTICLE BOARD

PEMB PRE-ENGINEERED

METAL BUILDING

PLAM PLASTIC LAMINATE

PLAS PLASTIC

PLBG PLUMBING

PLYWD PLYWOOD

POL POLISHED

POL CONC POLISHED

CONCRETE

PR PAIR

PT PRESSURE TREATED

PTD PAPER TOWEL

DISPENSER

PTN PARTITION

PVC POLYVINYL

CHLORIDE

QT QUARRY TILE

QTZ QUARTZ

R RADIUS (DIM),

RISER(S)

RB RESILIENT BASE

RBR RUBBER

RCP REFLECTED CEILING

PLAN

RD ROOF DRAIN

REINF REINFORCE

REQD REQUIRED

REV REVISION / REVISED

RF RESILIENT FLOORING

RL ROOF LEADER

RM ROOM

RO ROUGH OPENING

RTU ROOF TOP UNIT

SAFB SOUND

ATTENUATION

FIBERGLASS BATT

SCH SCHEDULE(D)

SD SOAP DISPENSER

SECT SECTION

SF SQUARE FEET,

STOREFRONT

SHTHG SHEATHING

SIM SIMILAR

SLNT SEALANT

SLR SEALER

SPEC SPECIFICATION

SS SOLID SURFACE

SST STAINLESS STEEL

STL STEEL

STN STAIN

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SYS SYSTEM

T TREAD(S)

T&B TOP AND BOTTOM

T&G TONGUE AND

GROOVE

T/O TOP OF

NOTE: ALL ABBREVIATIONS LISTED

MAY NOT BE USED

ABBREVIATIONS

TB TACK BOARD

TERR TERRAZZO

TFL THERMALLY FUSED

LAMINATE

TG TEMPERED GLASS

THK THICK/THICKNESS

THRES THRESHOLD

TL TILE

TOS TOP OF STEEL / SLAB

TOW TOP OF WALL

TPTN TOILET PARTITION

TYP TYPICAL

UC UNDER CUT

UNFIN UNFINISHED

UON UNLESS OTHERWISE

NOTED

VB VAPOR BARRIER

VCT VINYL COMPOSITION

TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VP VISION PANEL

VR VAPOR RETARDER

VTR VENT THROUGH

ROOF

VWB VINYL WALL BASE

VWC VINYL WALL

COVERING

W WIDE

W CAB WALL CABINET

W/ WITH

WBL WOOD BLOCKING

WC WATER CLOSET

WD WOOD

WG WIRE GLASS

WM WIRE MESH

WSCT WAINSCOT

SCALE: 12" = 1'-0"B4 GENERAL NOTES

SCALE: 12" = 1'-0"A1 MASONRY NOTES

SCALE: 1/8" = 1'-0"B2 BUILDING CODE ANALYSIS

WOMEN'S

A2

527 SF

A1

CORRIDOR

A/D

A/D

HOUSING CONTROL

CENTER

ELEC

302 DAYROOM

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

206A

PHASE 2PHASE 1

PHASE 4

PHASE 4

PHASE 3

E205

E301

GENERAL DESCRIPTION OF PHASES

PHASE 1:

• INSTALLATION OF CMU, DOOR FRAME, AND GLAZING AT DOOR 301.

• ACCESS CONTROL WIRING FROM HOUSING CONTROL CENTER TO DOOR 301.

PHASE 2:

• DEMOLITION AND NEW WORK AT DOOR E301 TO BE REMOVED.

• INSTALLATION OF SALVAGED DOOR 301.

PHASE 3:

• ALL WORK REQUIRED TO INSTALL THE NEW WALL, DOOR, AND WINDOW IN ROOM 205

• ACCESS CONTROL WIRING FROM HOUSING CONTROL CENTER TO DOOR 205.

PHASE 4:

• DEMOLITION AND NEW WORK AT DOOR E205 TO BE REMOVED.

• DEMOLITION AND NEW WORK AT NEW MASONRY OPENING BETWEEN CORRIDOR 206A AND

CORRIDOR 292.

PHASE 5:

• NEW FLOORING THROUGHOUT.

• ANY MISCELLANEOUS WORK NOT INCLUDED IN PREVIOUS PHASES TO COMPLETE FULL

PROJECT SCOPE.

NOTES:

1. THE PHASING PLAN IS INTENDED TO DESCRIBE THE GENERAL PHASING OF THE PROJECT

AND IS NOT AN EXHAUSTIVE LIST OF ALL CONTRACT SCOPE.

2. COORDINATE FINAL SCHEDULE, ACCESS, AND STAGING WITH OWNER.

SCALE: 1/4" = 1'-0"A1 ENLARGED FLOOR PLAN Copy 1

NO ALTERATION PERMITTED HEREON

EXCEPT AS PROVIDED UNDER SECTION

7209 SUBDIVISION 2 OF THE NEW YORK

EDUCATION LAW

DATEMARK

REVISIONS

DESCRIPTION

B

A

1 2 3

C

1 2 3

B

A

C

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJECT NO:

DATE:

Copyright ©

499 Col. Eileen Collins Blvd Syracuse, New York 13212

Phone: 315-455-2000 Fax: 315-455-9667 www.cscos.com

C&S Architects & Engineers, LLC

PHASING PLAN

A-002

MAY 2026

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D.J. MARINARO

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0 8'4'2'

PLAN

NORTH

SCALE: NOT TO SCALEA4 DESCRIPTION OF PHASES

WORK AREA

A2

A1

HOUSING CONTROL

CENTER

CORRIDOR CORRIDOR

CORRIDOR

0 32'16'8'

PLAN

NORTH

SCALE: 1/16" = 1'-0"A1 OVERALL REFERENCE PLAN

NO ALTERATION PERMITTED HEREON

EXCEPT AS PROVIDED UNDER SECTION

7209 SUBDIVISION 2 OF THE NEW YORK

EDUCATION LAW

DATEMARK

REVISIONS

DESCRIPTION

B

A

1 2 3

C

1 2 3

B

A

C

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJECT NO:

DATE:

Copyright ©

499 Col. Eileen Collins Blvd Syracuse, New York 13212

Phone: 315-455-2000 Fax: 315-455-9667 www.cscos.com

C&S Architects & Engineers, LLC

REFERENCE PLAN

A-100

MAY 2026

A.M. BRUCE, AIA

A.M. BRUCE, AIA

D.J. MARINARO

178.033.001

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WOMEN'S

178A

A2

A1

CORRIDOR

C7

A/D

A/D

HOUSING CONTROL

CENTER

ELEC

180 DAYROOM

CORRIDOR

C8

CORRIDOR

C7

CORRIDOR

C8

1a

5'

1' xxx DEMOLITION KEYNOTES

1 CAREFULLY REMOVE HOLLOW METAL-FRAMED DOOR AND GLAZING UNIT, INCLUDING ALL ASSOCIATED HARDWARE.

SALVAGE AND STORE DOOR PANEL FOR REINSTALLATION. SECURE AND PROTECT GLAZING DURING REMOVAL AND

STORAGE TO AVOID DAMAGE.

1a REMOVE HOLLOW METAL-FRAMED DOOR AND GLAZING UNIT, INCLUDING ALL ASSOCIATED HARDWARE.

2 REMOVE AND DISPOSE OF BENT STEEL PLATE FASTENED TO HOLLOW METAL FRAMES, APPROXIMATELY 7’-4” TALL.

3 SAW CUT AND REMOVE PORTION OF 6” CMU WALL TO EXTENT REQUIRED FOR NEW WORK. SEE NEW CONSTRUCTION

PLANS.

6 REMOVE WALL-MOUNTED COUNTER.

7 EXISTING STC-5 TO REMAIN, DOOR WIRING TERMINATION POINT.

8 REMOVE ELECTRIFIED DOOR WIRING TO SOURCE-STC-5

SCALE: NOT TO SCALE

C4 DEMOLITION KEYNOTES

SCALE: 1/4" = 1'-0"A1 ENLARGED FLOOR PLAN - DEMOLITION

NO ALTERATION PERMITTED HEREON

EXCEPT AS PROVIDED UNDER SECTION

7209 SUBDIVISION 2 OF THE NEW YORK

EDUCATION LAW

DATEMARK

REVISIONS

DESCRIPTION

B

A

1 2 3

C

1 2 3

B

A

C

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJECT NO:

DATE:

Copyright ©

499 Col. Eileen Collins Blvd Syracuse, New York 13212

Phone: 315-455-2000 Fax: 315-455-9667 www.cscos.com

C&S Architects & Engineers, LLC

DEMOLITION FLOOR

PLAN AND DETAILS

AD-101

MAY 2026

A.M. BRUCE, AIA

A.M. BRUCE, AIA

D.J. MARINARO

178.033.001

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CERTIFICATE OF AUTHORIZATION# 023741

0 8'4'2'

PLAN

xxx DEMOLITION KEYNOTES

4 CUT AND REMOVE PORTION OF GYPSUM BOARD CEILING AS REQUIRED FOR NEW WORK. SEE NEW CONSTRUCTION

PLANS.

5 REMOVE AND RETAIN EXISTING LUMINAIRE FOR THE PROPOSED LAYOUT. MAINTAIN CONTINUITY TO THE REMAINDER OF CIRCUIT DURING CONSTRUCTION. REFER TO DRAWING A-101 FOR ADDITIONAL INFORMATION.

SCALE: NOT TO SCALE

C4 DEMOLITION KEYNOTES

NO ALTERATION PERMITTED HEREON

EXCEPT AS PROVIDED UNDER SECTION

7209 SUBDIVISION 2 OF THE NEW YORK

EDUCATION LAW

DATEMARK

REVISIONS

DESCRIPTION

B

A

1 2 3

C

1 2 3

B

A

C

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJECT NO:

DATE:

Copyright ©

499 Col. Eileen Collins Blvd Syracuse, New York 13212

Phone: 315-455-2000 Fax: 315-455-9667 www.cscos.com

C&S Architects & Engineers, LLC

DEMOLITION

REFLECTED CEILING

PLAN

AD-102

MAY 2026

A.M. BRUCE, AIA

A.M. BRUCE, AIA

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0 8'4'2'

PLAN

SCALE: 1/4" = 1'-0"A1 ENLARGED DEMOLITION REFLECTED CEILING PLAN

A-401 A4

CA8

(BELOW)

WOMEN'S

A2

527 SF

A1

CORRIDOR

A/D

A/D

HOUSING CONTROL

CENTER

ELEC

302 DAYROOM

CORRIDOR

CORRIDOR

CORRIDOR

A-401B4

CORRIDOR

206A

A-401

A3

4'

- 2

7 5 /8"

2'

- 1

4'

1' - 9"

3' - 8"

1' - 4"

6' - 8"

2' - 8"

CA8

CA8

PROVIDE MASONRY LINTEL ABOVE

OPENING PER DETAIL /B3 A-501

SCALE: 1/4" = 1'-0"A1 ENLARGED FLOOR PLAN

KEYNOTES

2 PROVIDE NEW STEEL BENT PLATE AROUND EXISTING HOLLOW METAL FRAME TO REMAIN, SEE DETAIL A2/A-401

4 CLEAN, PREP, AND PAINT EXISTING STEEL COLUMN TO MATCH EXISTING.

5 CLEAN, PATCH, AND PREP PORTION OF EXISTING CMU WALL EXPOSED FROM DEMOLITION WORK (ABOVE). PAINT TO

MATCH EXISTING ADJACENT FINISHES.

9 PATCH AND REPAIR EXISTING FLOOR SLAB TO MEET FLOORING MANUFACTURER'S RECOMMENDATIONS.

16 EXISTING CLEANOUT TO REMAIN. MAINTAIN MINIMUM 18" CLEARANCE FROM CLEANOUT. NOTIFY ARCHITECT IF FIELD

CONDITIONS VARY FROM THOSE SHOWN HERE WHICH IMPEDE THIS CLEARANCE.

19 PROVIDE WIRING OF THE SAME SIZE AND TYPE FOR ELECTRIFIED DOOR HARDWARE. ROUTE TO STC-5 VIA CONDUIT

AND SURFACE RACEWAY. MOUNT ABOVE CEILING WHERE FEASIBLE.

20 EXISTING SECURITY WIRING PANEL, STC-5

21 ROUTE DOOR WIRING VIA CONDUIT AND SURFACE RACEWAY. MOUNT ABOVE CEILING WHERE FEASIBLE.

SCALE: NOT TO SCALE

C4 KEYNOTES

NO ALTERATION PERMITTED HEREON

EXCEPT AS PROVIDED UNDER SECTION

7209 SUBDIVISION 2 OF THE NEW YORK

EDUCATION LAW

DATEMARK

REVISIONS

DESCRIPTION

B

A

1 2 3

C

1 2 3

B

A

C

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJECT NO:

DATE:

Copyright ©

499 Col. Eileen Collins Blvd Syracuse, New York 13212

Phone: 315-455-2000 Fax: 315-455-9667 www.cscos.com

C&S Architects & Engineers, LLC

FLOOR PLAN

A-101

MAY 2026

A.M. BRUCE, AIA

A.M. BRUCE, AIA

D.J. MARINARO

178.033.001

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CERTIFICATE OF AUTHORIZATION# 023741

0 8'4'2'

PLAN

7 7

WOMEN'S

A2

A1

CORRIDOR

A/D

A/D

HOUSING CONTROL

CENTER

ELEC

DAYROOM

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

206A

12' - 0"

6a

KEYNOTES

5 CLEAN, PATCH, AND PREP PORTION OF EXISTING CMU WALL EXPOSED FROM DEMOLITION WORK (ABOVE). PAINT TO

MATCH EXISTING ADJACENT FINISHES.

6 PATCH AND REPAIR EXISTING GYPSUM BOARD CEILING TO MATCH EXISTING. PAINT.

6a PATCH AND REPAIR EXISTING SLOPED GYPSUM BOARD CEILING TO MATCH EXISTING. PAINT.

7 PAINT ENTIRE CEILING PLANE (TO WALLS, SOFFIT, OR JOINT EDGE) TO MATCH ADJACENT FINISHES, VIF.

8 CLEAN, PREP, AND PAINT EXISTING MASONRY AND STEEL LINTEL

15 INSTALL RETAINED LUMINAIRE IN PROPOSED LOCATION. MODIFY/EXTEND EXISTING CIRCUITRY TO ACCOMMODATE

PROPOSED LAYOUT.

18 WALL BUMPER DOOR STOP MOUNTED AT 7'-6" AFF.

SCALE: NOT TO SCALE

C4 KEYNOTES

NO ALTERATION PERMITTED HEREON

EXCEPT AS PROVIDED UNDER SECTION

7209 SUBDIVISION 2 OF THE NEW YORK

EDUCATION LAW

DATEMARK

REVISIONS

DESCRIPTION

B

A

1 2 3

C

1 2 3

B

A

C

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJECT NO:

DATE:

Copyright ©

499 Col. Eileen Collins Blvd Syracuse, New York 13212

Phone: 315-455-2000 Fax: 315-455-9667 www.cscos.com

C&S Architects & Engineers, LLC

REFLECTED CEILING

PLAN

A-111

MAY 2026

A.M. BRUCE, AIA

A.M. BRUCE, AIA

D.J. MARINARO

178.033.001

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CERTIFICATE OF AUTHORIZATION# 023741

0 8'4'2'

PLAN

SCALE: 1/4" = 1'-0"A1 ENLARGED REFLECTED CEILING PLAN

FIRST FLOOR

0"

NEW HOLLOW METAL FRAME

AND SECURITY GLAZING

SG-2 (GRADE 4)

NEW CMU, PAINT

EXISTING BULKHEAD TO REMAIN

INSTALL SALVAGED DOOR INTO NEW

FRAME

8'

EXISTING ACCESS

DOOR TO REMAIN

RELOCATED ROOM SIGN 301

FIRST FLOOR

0"

OPEN

4' - 0"

8'

FIRST FLOOR

0"

4'

3'

6' - 8"

NEW HOLLOW METAL

FRAME AND

SECURITY GLAZING

SG-1 (GRADE 1)

CMU, PAINT

NEW HOLLOW METAL

DOOR, FRAME AND

SECURITY GLAZING

SG-1 (GRADE 1)

CMU, PAINT

REINSTALL

EXISTING

HARDWARE,

TYPICAL.

RELOCATED ROOM SIGN.

COORDINATE FINAL LOCATION

WITH OWNER

A1

A-401

A S

S C

H 2"

2" AS SCH

FRAME TYPES

FF

A S

S C

H

AS SCH

6"

M A

X

3'

HGS2

A S

S C

H 2"

2" AS SCH

7' - 4" +/- VIF

6"

SECURITY

GLAZING

DOOR TYPES

EXISTING HOLLOW METAL

FRAMED GLAZING

NEW STEEL BENT PLATE, FULL

HEIGHT, VIF. MATCH STEEL

THICKNESS OF FRAME, HEM

EXPOSED EDGES, PAINT TO

MATCH EXISTING FRAME

TAMPER-PROOF FASTENERS,

BOTH SIDES, 24" O.C. VERTICALLY

1 1/2"

V

IF

SCHEDULED DOOR

HOLLOW METAL

FRAME

CMU BOND BEAM

SEALANT, BOTH

SIDES

A

LI

G N

8" SOLID CMU SILL

SECURITY GLAZING

SEALANT, BOTH

SIDES

HOLLOW METAL

FRAME

BULLNOSE EDGE

(ON 8" CMU ONLY)

EXISTING METAL FRAMED

GYPSUM BOARD BULKHEAD.

PATCH/REPAIR/PAINT AFTER

DOOR INSTALLATION.

HOLLOW METAL FRAME. ALIGN

WITH EDGE OF BULKHEAD

EXISTING CEILING

TO REMAIN

SEALANT, BOTH

SIDES

SCHEDULED DOOR

DOOR OR GLAZING

EXISTING MASONRY WALL

HOLLOW METAL

FRAME, GROUT SOLID

SEALANT, BOTH

SIDES

JAMB ANCHOR

DOOR OR GLAZING

NEW MASONRY WALL,

WITH JAMB BLOCK

HOLLOW METAL

FRAME, GROUT SOLID

JAMB ANCHOR

SEALANT, BOTH

SIDES

ALIGN

SCALE: 1/4" = 1'-0"A4 INTERIOR ELEVATION - WALL OPENING

SCALE: 1 1/2" = 1'-0"C1 HM HEAD - EXISTING BULKHEAD

SCALE: 1 1/2" = 1'-0"B1 HM JAMB - EXISTING CMU

SCALE: 1 1/2" = 1'-0"A2 JAMB TRIM AT EXISTING GLAZING

SCALE: 1/4" = 1'-0"B4 INTERIOR ELEVATION - DOOR RELOCATION

NO ALTERATION PERMITTED HEREON

EXCEPT AS PROVIDED UNDER SECTION

7209 SUBDIVISION 2 OF THE NEW YORK

EDUCATION LAW

DATEMARK

REVISIONS

DESCRIPTION

B

A

1 2 3

C

1 2 3

B

A

C

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJECT NO:

DATE:

Copyright ©

499 Col. Eileen Collins Blvd Syracuse, New York 13212

Phone: 315-455-2000 Fax: 315-455-9667 www.cscos.com

C&S Architects & Engineers, LLC

DOOR SCHEDULE,

INTERIOR ELEVATIONS,

AND DETAILS

A-401

MAY 2026

A.M. BRUCE, AIA

A.M. BRUCE, AIA

D.J. MARINARO

178.033.001

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CERTIFICATE OF AUTHORIZATION# 023741

DOOR SCHEDULE

DOOR NO. ROOM NO.

DOOR FRAME DETAILS

HARDWARE

SET NOTESTYPE WIDTH HEIGHT GLAZING MATERIAL FINISH TYPE MATERIAL FINISH

HEAD

DETAIL

JAMB

DETAIL

SILL

DETAIL

205 205 ETR 3' - 4" 7' - 10" SG-2

(GRADE 4)

ETR PT 1 HM PT C2/A-401 B2/A-401 - 1 SALVAGE AND REINSTALL EXISTING DOOR HARDWARE. PAINT TO MATCH EXISTING.

301 301 ETR 3' - 4" 7' - 10" SG-1

(GRADE 1)

ETR PT 1 HM PT C1/A-401 B1/A-401;

B2/A-401

- EXIST SALVAGE AND REINSTALL DOOR PANEL, DOOR GLAZING, AND ALL EXISTING HARDWARE.

VERIFY DOOR SIZE IN FIELD. PAINT TO MATCH EXISTING.

SCALE: 1/4" = 1'-0"A3 INTERIOR ELEVATION - CORRIDOR 206A

SCALE: NOT TO SCALEC3 DOOR SCHEDULE

SCALE: 1 1/2" = 1'-0"C2 HM HEAD - CMU

SCALE: 1 1/2" = 1'-0"B2 HM JAMB - NEW CMU

SCALE: 1 1/2" = 1'-0"A1 HM GLAZING SILL

SCHEDULED CEILING

EACH SIDE

CA

TYPE MATERIAL DEPTH DESCRIPTION

CA6 CMU 5-5/8"

CA8 CMU 7-5/8"

SEALANT, EACH SIDE

SCHEDULED FLOOR,

EACH SIDE

SEECOMPRESSIBLE FILLER AND

SEALANT

CONCRETE MASONRY UNIT,

SEE /B4 A-501

/C4 A-501

#4 @ 8" OC. FULLY GROUT

CORE

EXIST CONC ROOF 3"x8"x1/4"x 6" LONG BENT

PLATE @ 2' OC (TYP)

BOND BEAM W/ 2 #4

CONT

DRILL AND EPOXY 1/2" DIA ANCHOR BOLT

W/ 3" EMBED (TYP). DO NOT DRILL

THROUGH EXIST ROOF SLAB REINF

B/ROOF SLAB

15' - 0"± VIF

2" M

IN

STANDARD LADDER TYPE HORIZ

JOINT REINF @ 16" OC. HOT

DIPPED GALV (TYP)

EXIST SLAB ON GRADE

#4 @ 8" OC. DRILL & EPOXY INTO SLAB

W/ 3" MIN. EMBED.

GROUT CMU CORES

SOLID

8"

NON-LOAD-BEARING CMU

PARTITION WALL

STANDARD LADDER TYPE HORIZ JOINT

REINF @ 16" OC. HOT DIPPED GALV (TYP)

MASONRY OPENING

STEEL LOOSE LINTEL SCHEDULE

WITHIN NON-BEARING WALLS

4'-0" TO 8'-0"

8" BEARING EACH END

UP TO 4'-0"

4" BEARING EACH END

INTERIOR LINTEL NOTES:

FOR LINTELS NOT SHOWN ON PLANS, SEE SCHEDULE ABOVE.

SEE FLOOR PLAN FOR OPENING LOCATIONS.

FOR SPECIAL CONDITIONS SEE SCHEDULES OR SECTIONS.

FOR OPENINGS OVER 8'-0" REFER TO DETAILS OR SCHEDULE THIS SHEET.

TACK WELD BACK-TO-BACK VERTICAL LEGS OF MULTIPLE ANGLE LINTELS.

* CUT FLANGES TO 3 1/2" WIDTH

THICKNESS

WALL

L6 X 3 1/2 X 5/16" LLV

OR WT6 X 8 *

WT6 X 8

2 - L'S 6 X 3 1/2 X 5/16" LLV

OR WT7 X 15 *

L5 X 5 X 5/16" + L5 X 3 1/2 X 5/16"

LLV OR WT6 X 20

3 - L'S 6 X 3 1/2" X 5/16" LLV

OR 2 WT5 X 11OR 2 X WT5 X 11

3 - L'S 4 X 3 1/2 X 5/16" LLV

5/16" LLV OR WT4 X 15.5

L5 X 5 X 5/16" + L4 X 3 1/2 X

OR WT4 X 12 *

2 - L'S 4 X 3 1/2 X 5/16" LLV

WT4 X 6.5

OR WT4 X 6.5 *

L4 X 3 1/2" X 5/16" LLV

12"

10"

8"

6"

4"

1.

2.

3.

4.

5.

WALL CORNERINTERSECTION

END OF WALLCMU WALL OPENING

JOINT REINFORCING

LAY 50% OF UNITS

WITH TRUE BOND

VERTICAL

REINFORCING

VERTICAL

REINFORCING

DOUBLE VERTICAL

REINFORCING

DOUBLE VERTICAL

REINFORCING

OPENING

NOTES:

TYPICAL CMU WALL REINFORCEMENT TO BE AS SHOWN ON PLAN OR

WITHIN REINFORCED MASONRY NOTES IN ADDITION TO THE

CONDITIONS SHOWN ABOVE.

1.

PLAN VIEW

PLAN VIEW

LAP SPLICE

30" MIN

LAP SPLICE

30" MIN

M

IN

S P

LI

C

E

BOND BEAM

BOTTOM BARS, SEE

SECTIONS FOR SIZE

MASONRY WALL

MASONRY WALL

FULLY GROUT

REINFORCED

CELLS

CONTINUOUS

REINFORCEMENT

2'-0" x 2'-0" CORNER BAR AT

INTERSECTION TO MATCH

HORIZONTAL BARS

BOND BEAM BARS

FULL MORTAR BED

GROUT FILL

(2) #5

NOTES:

PROVIDE 8" OF BEARING AT EACH JAMB REINFORCEMENT SHALL

PROJECT A MINIMUM OF 8" ONTO THE BEARING.

MINIMUM MASONRY COMPRESSIVE STRENGTH OF GROUTED PRISM,

f'm=2150 PSI.

1.

2.

SOLID GROUT CELLS

ON EACH SIDE OF

OPENINGS UNO

ELEVATION

OPENING

VERTICAL

REINFORCING,

SEE MASONRY

GENERAL

NOTES

REINFORCING

PER SECTION

1' - 0"

(2) #5 JAMB BAR GROUTED

CELLS (TYP, UNO)

8"

SECTION

SCALE: 1" = 1'-0"A4 PARTITION LEGEND

SCALE: 3/4" = 1'-0"B4 CMU PARTITION BASE DETAIL

SCALE: 1" = 1'-0"C4 CMU WALL TOP CONNECTION

NO ALTERATION PERMITTED HEREON

EXCEPT AS PROVIDED UNDER SECTION

7209 SUBDIVISION 2 OF THE NEW YORK

EDUCATION LAW

DATEMARK

REVISIONS

DESCRIPTION

B

A

1 2 3

C

1 2 3

B

A

C

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJECT NO:

DATE:

Copyright ©

499 Col. Eileen Collins Blvd Syracuse, New York 13212

Phone: 315-455-2000 Fax: 315-455-9667 www.cscos.com

C&S Architects & Engineers, LLC

PARTITION TYPES AND

DETAILS

A-501

MAY 2026

A.M. BRUCE, AIA

A.M. BRUCE, AIA

D.J. MARINARO

178.033.001

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CERTIFICATE OF AUTHORIZATION# 023741

SCALE: 12" = 1'-0"A3 LOOSE LINTEL SCHEDULE

SCALE: 3/4" = 1'-0"A2 TYPICAL MASONRY REINFORCED WALL INTERSECTION

SCALE: 1" = 1'-0"A1 CMU BOND BEAM T & CORNER REINF

SCALE: 3/4" = 1'-0"B3 MASONRY LINTEL DETAIL

WOMEN'S

A2

A1

CORRIDOR

A/D

A/D

HOUSING CONTROL

CENTER

ELEC

DAYROOM

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

206A

CORRIDOR

RESINOUS FLOORING 1

(RSN-1)

ADD-ALT-1: RESINOUS FLOORING 3

(RSN-3)

FINISH LEGEND:

RESINOUS FLOORING 2

(RSN-2)

ROOM FINISH SCHEDULE

ROOM NO. ROOM NAME FLOOR BASE

WALLS (SUBSTRATE/FINISH) CEILING

NOTESNORTH EAST SOUTH WEST FINISH HEIGHT

165 CORRIDOR RSN-3 ETR ETR ETR ETR ETR ETR ETR SEE FLOOR FINISH PLAN FOR EXTENT OF NEW FLOOR FINISH

200 A2 - - - - - - - -

205 A1 RSN-1 ETR ETR; CMU/PT ETR ETR ETR GYP PT SEE FLOOR FINISH PLAN FOR EXTENT OF NEW FLOOR FINISH

206 CORRIDOR RSN-2 ETR ETR ETR ETR ETR ETR ETR SEE FLOOR FINISH PLAN FOR EXTENT OF NEW FLOOR FINISH

206A CORRIDOR RSN-2 ETR ETR CMU/PT ETR ETR GYP PT SEE FLOOR FINISH PLAN FOR EXTENT OF NEW FLOOR FINISH

207 HOUSING CONTROL CENTER - - - - - - - -

209 A/D - - - - - - - -

210 A/D - - - - - - - -

292 CORRIDOR ETR ETR ETR ETR ETR CMU/PT - -

301 CORRIDOR RSN-3 ETR ETR ETR ETR ETR ETR ETR SEE FLOOR FINISH PLAN FOR EXTENT OF NEW FLOOR FINISH

SCALE: 1/8" = 1'-0"A1 FLOOR FINISH PLAN

KEYNOTES

17 REMOVE VCT FLOORING TO EXTENT SHOWN. INSTALL NEW SCHEDULED FLOOR SYSTEM.

SCALE: NOT TO SCALE

C4 KEYNOTES

NO ALTERATION PERMITTED HEREON

EXCEPT AS PROVIDED UNDER SECTION

7209 SUBDIVISION 2 OF THE NEW YORK

EDUCATION LAW

DATEMARK

REVISIONS

DESCRIPTION

B

A

1 2 3

C

1 2 3

B

A

C

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJECT NO:

DATE:

Copyright ©

499 Col. Eileen Collins Blvd Syracuse, New York 13212

Phone: 315-455-2000 Fax: 315-455-9667 www.cscos.com

C&S Architects & Engineers, LLC

FINISH SCHEDULE AND

FLOOR FINISH PLAN

A-701

MAY 2026

A.M. BRUCE, AIA

A.M. BRUCE, AIA

D.J. MARINARO

178.033.001

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CERTIFICATE OF AUTHORIZATION# 023741

0 8'4'2'

PLAN

NORTH

SCALE: NOT TO SCALE

A4 FINISH LEGEND

SCALE: NOT TO SCALE

C1 ROOM FINISH SCHEDULE

MECHANICAL DEMOLITION NOTES:

1. COORDINATE DEMOLITION WITH OTHER CONTRACTORS.

2. CONDUCT DEMOLITION TO MINIMIZE INTERFERENCE WITH OCCUPIED BUILDING AREAS. SERVICE TO OTHER PARTS OF

BUILDING SHALL REMAIN ACTIVE.

3. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER, PROTECT EXISTING SUPPORTING STRUCTURAL MEMBERS AND

PARTITIONS TO REMAIN.

4. EXCEPT WHERE NOTED OTHERWISE, REMOVE DEMOLISHED MATERIALS FROM SITE. DO NOT DISPOSE OF ANY MATERIAL

ON SITE.

5. REMOVE DEMOLISHED MATERIAL FROM SITE AS WORK PROGRESSES. UPON COMPLETION OF WORK LEAVE AREAS IN

CLEAN CONDITION.

6. DEMOLITION SHALL INCLUDE REMOVAL OF ALL STRAPS, HANGARS, CLAMPS, CHANNEL, AND OTHER DEVICES USED FOR

SUPPORTING EQUIPMENT.

7. DEMOLITION INCLUDES REMOVAL OF EQUIPMENT, SELECTED DUCTWORK, PIPING, ETC. THE DEMOLITION DRAWINGS SHOW THE GENERAL SCOPE OF ITEMS TO BE REMOVED. IT IS THE MECHANICAL CONTRACTORS RESPONSIBILITY TO REMOVE ALL ASSOCIATED EQUIPMENT AND MATERIALS THAT ARE NOT SPECIFICALLY IDENTIFIED TO BE REUSED, TO

PRODUCE A CLEAN AND WORKABLE SYSTEM.

8. THE MECHANICAL DRAWINGS ARE DIAGRAMMATICAL. IT IS NOT POSSIBLE OR THE INTENT TO SHOW ALL PIECES OF THE SYSTEMS BEING REMOVED AND/OR INSTALLED UNDER THE CONTRACT. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE A COMPLETE, RELIABLE AND WORKING SYSTEM. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO DEMOLISH ALL MATERIALS ASSOCIATED TO REMOVALS TO PROVIDE A "LIKE NEW" APPEARANCE WITHIN THE SPACES (IE NO

HANGARS, TUBING ETC ABANDONED IN PLACE UNLESS DIRECTED TO DO SO).

MECHANICAL GENERAL NOTES - NY:

1. ALL WORK SHALL CONFORM TO ALL APPLICABLE RULES, REGULATIONS AND CODES, INCLUDING, BUT NOT LIMITED TO THE APPLICABLE ENERGY CONSERVATION CODE OF NEW YORK STATE, AND BUILDING CODES OF NEW YORK STATE.

2. ALL EQUIPMENT SHALL COMPLY WITH THE PROVISIONS OF THE APPLICABLE ENERGY CONSERVATION CODE OF NEW YORK STATE. ALL SUBMITTALS FOR EQUIPMENT COVERED BY THE CODE SHALL INCLUDE THE MANUFACTURER'S STATEMENT OF

CONFORMANCE TO THE CODE.

3. FIELD VERIFY ALL DIMENSIONS PRIOR TO DUCTWORK FABRICATION OR ANY OTHER MECHANICAL WORK. MECHANICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF EQUIPMENT, PIPING, DUCTWORK, AND PADS WITH OTHER CONTRACTORS. PROVIDE FITTINGS, ELEVATION CHANGES, TRANSITIONS, AND OFFSETS REQUIRED, WHETHER SHOWN OR

NOT, TO AVOID CONFLICTS WITH WORK OF OTHER CONTRACTS.

4. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR SEALING ALL HVAC PENETRATIONS (PIPING, DUCTWORK, ETC) IN ACCORDANCE WITH THE BUILDING CODE OF NEW YORK STATE, AND WHERE SHOWN OR SPECIFIED.

5. ITEMS OF SPECIFIC MANUFACTURER'S SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE PRINTED INSTRUCTIONS

AND/OR MANUFACTURER'S REPRESENTATIVES DIRECTIONS.

6. MECHANICAL CONTRACTOR TO INSTALL ALL NECESSARY STIFFENERS, BRACES, STRUTS, ETC, WHETHER SHOWN OR NOT, TO PROVIDE A COMPLETE, SAFE AND DURABLE SYSTEM.

7. DIMENSIONS SHOWN "AFF" INDICATE THE ACTUAL CLEAR DIMENSIONS FROM THE BOTTOM OF HTE ITEM TO THE FINISHED

FLOOR ELEVATION; UNLESS OTHERWISE NOTED.

8. SUPPORT AND EQUIPMENT DETAILS MAY VARY TO SUIT EQUIPMENT AND PARTS SUPPLIED.

9. WELD ALL STEEL ANGLE JOINTS UNLESS OTHERWISE SHOWN.

10. PROVIDE NECESSARY BYPASSES AND BALANCING MEANS AS REQUIRED TO ASSURE PROPER SYSTEM OPERATION.

11. ALL DUCT DIMENSIONS SHOWN ARE "SIDE SEEN" BY "SIDE NOT SEEN" AND ARE THE CLEAR INSIDE DIMENSIONS UNLESS

OTHERWISE NOTED.

12. PROVIDE ACCESS DOORS AND CLEARANCES FOR EASY ACCESS TO ALL FIRE DAMPERS, CONTROL DAMPERS, LOUVERS, FILTERS, COILS AND FANS.

13. PROVIDE MANUAL VOLUME DAMPERS IN ALL BRANCH TAKE-OFFS AND WHERE SHOWN.

14. PROVIDE ALL CONTROL AND INTERLOCK WIRING REQUIRED OR SPECIFIED THAT IS NOT PROVIDED BY THE ELECTRICAL

CONTRACTOR.

15. WORK ON M-SERIES DRAWINGS IS BY THE MECHANICAL CONTRACTOR UNLESS OTHERWISE NOTED.

16. VERIFY ALL LOCATIONS, DIMENSIONS, EQUIPMENT ARRANGEMENTS, CLEARANCES AND ELECTRICAL CHARACTERISTICS IN THE FIELD PRIOR TO BID. PROMPTLY NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES.

17. PRIOR TO CUTTING THROUGH FLOORS AND WALLS, THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL STRUCTURAL MEMBERS, JOISTS, AND OR COLUMNS. PROMPTLY NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES. DO NOT CUT ANY STRUCTURAL MEMBERS UNLESS SPECIFICALLY DIRECTED TO DO SO.

18. INSTALL ALL NEW DUCT AND PIPE WITHIN EXISTING OPENINGS SUCH THAT IT ALLOWS AS MUCH SPACE AS POSISBLE TO

ONE SIDE WHICH MAY ALLOW PASSAGE.

MECHANICAL SPECIFICATIONS:

SECURE TRANSFER GRILLE

METALAIRE MODEL SEC-WM OR EQUAL. UNITS SHALL BE MAXIMUM SECURITY GRILLES OF STEEL CONSTRUCTION WITH A FACE PLATE CONSTRUCTED OF 12-GAUGE STEEL BACKED BY A 10-GAUGE WOVEN MESH SCREEN. THE FACE PLATE SHALL BE STITCH WELDED TO THE 7 GAUGE SLEEVE. UNITS SHALL HAVE A 1" BORDER. THE UNITS

SHALL BE OF SIZE AND QUANTITY AS OUTLINED IN SCHEDULE.

SCALE: NOT TO SCALE

C3 ABBREVIATIONS LEGEND

MECHANICAL ABBREVIATIONS

AAD AUTOMATIC AIR DAMPER

EA EXHAUST AIR

RA RETURN AIR

SA SUPPLY AIR

SCALE: NOT TO SCALEC1 MECHANICAL DEMOLITION NOTES

SCALE: NOT TO SCALEB4 MECHANICAL GENERAL NOTES (NY)

NO ALTERATION PERMITTED HEREON

EXCEPT AS PROVIDED UNDER SECTION

7209 SUBDIVISION 2 OF THE NEW YORK

EDUCATION LAW

DATEMARK

REVISIONS

DESCRIPTION

B

A

1 2 3

C

1 2 3

B

A

C

NOT FOR CONSTRUCTIO

N

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJECT NO:

DATE:

Copyright ©

499 Col. Eileen Collins Blvd Syracuse, New York 13212

Phone: 315-455-2000 Fax: 315-455-9667 www.cscos.com

C&S Engineers, Inc.

GENERAL NOTES,

SYMBOLS AND

ABBREVIATIONS

M-001

JUNE, 2026

N. P. HLUDZENSKI

N. P. HLUDZENSKI

KIRA L. PIERCE, PE

178.033.001

P U

B L

IC

S

A F

E T

Y B

U

IL

D

IN

G C

O R

R

ID

O R

R E

N O

V A

T

IO

N M

A D

IS

O

N C

O U

N T

Y

N

O R

T H

C O

U R

T S

T R

E E

T , B

L D

G

W A

M P

S V

IL

L

E , N

Y

PRELIM

INARY

SCALE: NOT TO SCALEC2 MECHANICAL SPECIFICATIONS

AIR TERMINAL SCHEDULE

UNIT TAG TYPE DESCRIPTION FACE SIZE MATERIAL

BASIS OF DESIGN

REMARKSMANUFACTURER MODEL

RG-1 TRANSFER

GRILLE

12 GAUGE STEEL WALL

MOUNTED SECURE

TRANSFER GRILLE

12x24 STEEL METALAIRE SEC-WM CONTRACTOR SHALL PROVIDE

MAXIMUM SECURITY STYLE

TRANSFER GRILLE

SCALE: NOT TO SCALE

B1 MECHANICAL SCHEDULES

SCALE: NOT TO SCALE

A1 NOT USED

NOT FOR CONSTRUCTIO

N

PRELIM

INARY

NOT FOR CONSTRUCTIO

N

PRELIM

INARY

EXISTING 10"X10" 250

CFM SA DIFFUSER.

(TYP OF 2.)

EXISTING 12"X10" RA GRILLE.

(TYP OF 2.)

EXISTING 10"X6" SA DUCTWORK ABOVE

CEILING. CONTRACTOR SHALL VERIFY

EXACT LOCATION IN FIELD.

10x6

WORK RELEASE

CORRIDOR

C8

INSTALL SECURE TRANSFER GRILLE (RG-1)

(TYP OF 2) TO MAINTAIN PRESSURE

RELATIONSHIP BETWEEN EXISTING SPACES.

PROVIDE W/ SMOKE/FIRE DAMPER

TRUSTEE

EXISTING 75 CFM SA

DIFFUSER. (TYP OF 8)

(E) EA

DIFFUSER

(100 CFM)

(E) EA DIFFUSER (75

CFM)

(E) 300 CFM SA

DIFFUSER

HOUSING

CONTROL

CENTER

CORRIDOR

C7

INSTALL SECURE 12"X24" TRANSFER

GRILLE (RG-1) (TYP OF 2). PROVIDE W/

SMOKE/FIRE DAMPER

NO ALTERATION PERMITTED HEREON

EXCEPT AS PROVIDED UNDER SECTION

7209 SUBDIVISION 2 OF THE NEW YORK

EDUCATION LAW

DATEMARK

REVISIONS

DESCRIPTION

B

A

1 2 3

C

1 2 3

B

A

C

NOT FOR CONSTRUCTIO

N

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJECT NO:

DATE:

Copyright ©

499 Col. Eileen Collins Blvd Syracuse, New York 13212

Phone: 315-455-2000 Fax: 315-455-9667 www.cscos.com

C&S Engineers, Inc.

PLANS

M-101

JUNE, 2026

N. P. HLUDZENSKI

N. P. HLUDZENSKI

KIRA L. PIERCE, PE

178.033.001

P U

B L

IC

S

A F

E T

Y B

U

IL

D

IN

G C

O R

R

ID

O R

R E

N O

V A

T

IO

N M

A D

IS

O

N C

O U

N T

Y

N

O R

T H

C O

U R

T S

T R

E E

T , B

L D

G

W A

M P

S V

IL

L

E , N

Y

PRELIM

INARY

SCALE: 1/4" = 1'-0"A1 FIRST FLOOR HVAC 0 16'8'4'

PLAN

NORTH

MECHANICAL NEW CONSTRUCTION NOTES:

1. ALL EXISTING CONDITIONS SHOWN ARE BASED ON LIMITED FIELD OBSERVATIONS AND EXISTING

RECORD DRAWINGS. CONTRACTOR SHALL VERIFY IN FIELD ALL EXISTING CONDITIONS BEFORE

BEGINNING NEW WORK AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

NOT FOR CONSTRUCTIO

N

PRELIM

INARY

NOT FOR CONSTRUCTIO

N

REMOVE EXISTING TRANSFER GRILLE

AND ANY ASSOCIATED DUCTWORK

REMOVE EXISTING TRANSFER GRILLE

AND ANY ASSOCIATED DUCTWORK

EXISTING 10"X10" SA

DIFFUSER TO REMAIN.

(250 CFM, TYP OF 2.)

EXISTING 12"X10" RA

GRILLE TO REMAIN

(TYP OF 2.)

EXISTING 10"X6" SA DUCTWORK ABOVE

CEILING. CONTRACTOR SHALL VERIFY

EXACT LOCATION IN FIELD.

EXISTING 75 CFM SA

DIFFUSER. (TYP OF 8)

(E) EA DIFFUSER TO

REMAIN (100 CFM)

(E) EA

DIFFUSER

(75 CFM)

(E) 300 CFM SA

DIFFUSER

WORK RELEASE

TRUSTEE

CORRIDOR

C8

CORRIDOR

C7

HOUSING

CONTROL

CENTER

NO ALTERATION PERMITTED HEREON

EXCEPT AS PROVIDED UNDER SECTION

7209 SUBDIVISION 2 OF THE NEW YORK

EDUCATION LAW

DATEMARK

REVISIONS

DESCRIPTION

B

A

1 2 3

C

1 2 3

B

A

C

NOT FOR CONSTRUCTIO

N

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJECT NO:

DATE:

Copyright ©

499 Col. Eileen Collins Blvd Syracuse, New York 13212

Phone: 315-455-2000 Fax: 315-455-9667 www.cscos.com

C&S Engineers, Inc.

DEMOLITION PLAN

MD-101

JUNE, 2026

N. P. HLUDZENSKI

N. P. HLUDZENSKI

KIRA L. PIERCE, PE

178.033.001

P U

B L

IC

S

A F

E T

Y B

U

IL

D

IN

G C

O R

R

ID

O R

R E

N O

V A

T

IO

N M

A D

IS

O

N C

O U

N T

Y

N

O R

T H

C O

U R

T S

T R

E E

T , B

L D

G

W A

M P

S V

IL

L

E , N

Y

PRELIM

INARY

SCALE: 1/4" = 1'-0"A1 FIRST FLOOR HVAC DEMOLITION 0 16'8'4'

PLAN

NORTH

MECHANICAL NEW CONSTRUCTION NOTES:

1. ALL EXISTING CONDITIONS SHOWN ARE BASED ON LIMITED FIELD OBSERVATIONS AND EXISTING

RECORD DRAWINGS. CONTRACTOR SHALL VERIFY IN FIELD ALL EXISTING CONDITIONS BEFORE

BEGINNING NEW WORK AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

NOT FOR CONSTRUCTIO

N

PRELIM

INARY

NOT FOR CONSTRUCTIO

N