RFB-2025-25 Drawings.pdf

PROJECT LOCATION

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STATE STREET

Project Description Project Team Project Location

SUNY SCCC CST Building Lobby and Bathroom Renovations

Bid Set | RFB 2024-65

78 Washington Ave. Schenectady, NY 12305

11/05/2024

PLOT DATE:

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Job No:

Scale:

Date:

Sheet Title:

Drawn By:

Project:

Stamp:

As Noted www.C2-DesignGroup.com

24 Airport Road Schenectady, ny 12302

Sheet Number:

518.320.8250

Design Group

11/5/2024 7:00:28 PM

78 Washington Ave Schenectady, NY 12305

Bid Set | RFB 2024-65

C2 Architecture

11/05/2024

Interior Renovation to:

Owner:

SUNY Schenectady 78 Washnigton Ave Schenectady, NY 12305

Architect:

C2 Architecture 24 Airport Road Schenectady, NY 12302

MEP Engineer:

Engineered Solutions 646 Plank Rd Clifton Park, NY 12065

Cover Sheet

SUNY SCCC CST Building Lobby and Bathroom

Renovations

G100

ARCHITECT:

C2 Architecture, PC

24 Airport Road

Schenectady, NY 12302

T: 518.320.8250

F: 518.320.8252

OWNER:

SUNY Schenectady

78 Washnigton Ave

Schenectady, NY 12305

T: 518.381.1200

MEP ENIGNEER:

Engineered Solutions

646 Plank Rd

Clifton Park, NY 12065

T: 518.280.2410

F: 518.280.2481

PROJECT DESCRIPTION

THE PROJECT SCOPE IS A LEVEL 2 ALTERATION AND INCLUDES A

REDESIGNED MAIN ENTRY, UPDATED FINISHES THROUGHOUT

LOBBY AND CORRIDORS WITH MINOR RE-DESIGN OF STAIRS

WITHIN THE CORRIDOR. IN ADDITION THERE IS RECONFIGURATION

OF EXISTING BATHROOMS WITH UPDATED FINISHES AT THE FIRST

AND SECOND FLOOR LEVELS.

No. REVISION # DATE:

RFB-2025-25 - HVAC CONTRACT BID SET

02/04/2025

KEY NAME FULL NAME

A.B. ANCHOR BOLT

ABR. ABRASIVE FINISH

ACT ACOUSTICAL CEILING TILE

ADH. ADHESIVE

ADJ. ADJUSTABLE

AFF ABOVE FINISH FLOOR

ALUM. ALUMINUM

ALT. ALTERNATE

APPROX. APPROXIMATE

ARCH. ARCHITECT

B/ BOTTOM OF

B/B BACK TO BACK

BD. BOARD

BLDG. BUILDING

BLK BLOCK

BM BEAM

B.O. BOTTOM OF

BOT. BOTTOM

B.A. BEARING PLATE

BR. BRICK

BRG. BEARING

CAB. CABINET

CB CATCH BASIN

CDX. C-D GRADE EXT. PLYWOOD

CF CUBIC FEET

C.H. CABINET HEATER

CIR. CIRCUIT

C.J. CONTROL JOINT

CL CENTER LINE

CLG. CEILING

CLR. CLEAR

CMU CONCRETE MASONRY UNIT

COL. COLUMN

CONC. CONCRETE

CONST. CONSTRUCTION

CONT. CONTINUOUS

CONTR. CONTRACTOR

COORD. COORDINATE

CORR. CORRUGATED

CPT CARPET

CRS. COURSES

CSK. COUNTER SINK

CT CERAMIC TILE

C.W. COLD WATER

DET DETAIL

DIA . DIAMETER

DIAG. DIAGONAL

DIM. DIMENSION

DR DOOR

DWG DRAWING(S)

EA. EACH

E.F. EACH FACE

E.J. EXPANSION JOINT

ELEC. ELECTRICAL

ELEV. ELEVATION

EQ EQUAL

EQUIP. EQUIPMENT

ETR EXISTING TO REMAIN

EXIST. EXISTING

EXP. EXPOSED

EXT. EXTERIOR

F.D. FLOOR DRAIN

F.C. FAN COIL

FDN. FOUNDATION

F.F. FINISH FLOOR

FIN. FINISH

FLG. FLANGE

FLR. FLOOR

FT. FEET

GRP. GROUP

GWB GYPSUM WALL BOARD

GYP. GYPSUM

H.B. HOSE BIB

HC HANDICAP

HDW. HARDWARE

HDWD HARDWOOD

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

H.P. HIGH POINT

H.S. HIGH STRENGTH

HT. HEIGHT

HVAC HEAT, VENT AND AC

H.W. HOT WATER

H.W.T. HOT WATER TANK

I.D. INSIDE DIAMETER

I.E. INVERT ELEVATION

IN. INCH(ES)

INSUL. INSULATION

INT. INTERIOR

INV. INVERT

JAN. JANITOR

JT. JOINT

LAM. LAMINATED

LAV. LAVATORY

LLH. LONGER LEG HORIZONTAL

LLV. LONGER LEG VERTICAL

LOC. LOCATION

LONG. LONGITUDINAL

L.P. LOW POINT

M. METER

MANUF. MANUFACTURER

MAS. MASONRY

MAT. MATERIAL

MAX. MAXIMUM

M.B. MACHINE BOLTS

MC METAL CHANNEL

M.C. MECHANICAL CONTRACTOR

MECH. MECHANICAL

MED. MEDIUM

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

M.T. METAL THICKNESS

MTL METAL

N.I.C. NOT IN CONTRACT

NO. NUMBER

NOM. NOMINAL

N..S. NOT TO SCALE

KEY NAME FULL NAME

O.A. OVERALL

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

OH OVERHEAD

O.H. OPPOSITE HAND

OPG. OPENING

PC PIECE

PCF POUNDS PER CUBIC FT

PL PLASTIC LAMINATE

PLAM PLASTIC LAMINATE

PLT PLATE

PLF POUNDS PER LINEAR FT

PLUMB. PLUMBING

PLYWD PLYWOOD

POLY POLYETHYLENE

PR. PAIR

PSF POUNDS PER SQUARE FT

PSI POUNDS PER SQUARE IN

PFT PORCELAIN TILE

PT PAINT

PTD. PAINTED

Q.T. QUARRY TILE

R. RISER

RAD. RADIUS

RB RUBBER BASE

R.D. ROOF DRAIN

REF. REFERENCE

REINF. REINFORCING

REQ'D. REQUIRED

REV. REVISION

RFL RUBBER FLOOR

R.L. ROOF LEADER

RM. ROOM

RT. RESILIENT TILE

R.V. ROOF VENT

SCHED. SCHEDULE

SECT. SECTION

SF SQUARE FOOT

SHT. SHEET

SIM. SIMILAR

SPEC. SPECIFICATIONS

SQ. SQUARE

S.S. STAINLESS STEEL

ST STAIN

STD. STANDARD

STL. STEEL

STRUCT. STRUCTURAL

SUSP. SUSPENDED

T. TREAD

T/ TOP OF

T&B TOP AND BOTTOM

T/C. TOP CHOR

T/F TOP FLANGE

T/FTG TOP OF FOOTING

T.O. TOP OF

THK. THICK

THRU. THROUGH

TP. TOPPING

TRANS. TRANSVERSE

TS. TUBE STEE

T/S TOP OF SLAB

T/STL. TOP OF STEEL

TYP. TYPICAL

UNEX. UNEXCAVATED

UNO UNLESS NOTED OTHERWISE

VAR. VARIES

VB VINYL BASE

V.B. VAPOR BARRIER

VCT VINYL COMPOSITE TILE

VERT. VERTICAL

V.I.F. VERIFY IN FIELD

VTR VENT THRU ROOF

W WATER

W/ WITH

WB WOOD BASE

W.J. WATER CLOSET

WD WOOD

W.I. WROUGHT IRON

W.W.F. WELDED WIRE FABRIC

ABBREVIATIONS

A

0A

T.O. SLAB

0' - 0"

A101

SIM

A100 SIM

X

A100

Ref

A100

FD

RD

EXISTING WALL TO REMAIN, TYP.

EXISTING WALL TO BE REMOVED, TYP.

NEW STUD WALL CONSTRUCTION

NEW MASONRY WALL CONSTRUCTION

EXISTING DOOR

TO REMAIN, TYP.

EXISTING DOOR TO

BE REMOVED, TYP.

EXISTING FIXTURES

TO BE REMOVED

DEMOLITION TAG:

REFERENCE PLANS AND

GENERAL DEMOLITION NOTES

EQUIPMENT TAG:

REFERENCE PLANS AND

EQUIPMENT SCHEDULES

NOTE TAG:

SEE ASSOCIATED LEGEND

FLOOR DRAIN (FD)

ROOF DRAIN (RD)

X

X

WINDOW TAG:

REFERENCE WINDOW

SCHEDULE ON A900 FOR

SIZE AND DETAIL

ELEVATION TAG:

DRAWING NUMBER

(TOP NUMBER)

SHEET NUMBER

(BOTTOM NUMBER)

INTERIOR ELEVATION TAG:

DRAWING NUMBER (TOP NUMBER)

REFERENCE SPECIFIED SHEET

FOR DRAWING NUMBER

DOOR TAG:

REFERENCE DOOR

SCHEDULE ON A900 FOR

SIZE AND DETAIL

WALL TYPE TAG:

RATING

REFERENCE WALL TYPES

FOR WALL CONSTRUCTION

ELEVATION MARKER:

SPECIFIES THE VERTICAL

HEIGHT AT A GIVEN LOCATION

PLAN DETAIL TAG:

DRAWING NUMBER (TOP NUMBER)

REFERENCE SPECIFIED SHEET

FOR DRAWING (BOTTOM NUMBER)

SECTION DETAIL TAG:

DRAWING NUMBER (TOP NUMBER)

REFERENCE SPECIFIED SHEET FOR

DRAWING (BOTTOM NUMBER)

SYMBOLS

NOT IN CONTRACT

HATCH (N.I.C.)

ADD ALTERNATE. SEE

PLAN FOR TYPE.

PLOT DATE:

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Job No:

Scale:

Date:

Sheet Title:

Drawn By:

Project:

Stamp:

As Noted www.C2-DesignGroup.com

24 Airport Road Schenectady, ny 12302

Sheet Number:

518.320.8250

Design Group

11/5/2024 7:00:28 PM

78 Washington Ave Schenectady, NY 12305

Bid Set | RFB 2024-65

C2 Architecture

11/05/2024

Interior Renovation to:

Owner:

SUNY Schenectady 78 Washnigton Ave Schenectady, NY 12305

Architect:

C2 Architecture 24 Airport Road Schenectady, NY 12302

MEP Engineer:

Engineered Solutions 646 Plank Rd Clifton Park, NY 12065

Sheet List, Abbreviations and

Symbols

SUNY SCCC CST Building Lobby and Bathroom

Renovations

G101

Drawing List Current Rev Sheet No. Sheet Name

ARCHITECTURAL

G100 Cover Sheet

G101 Sheet List, Abbreviations and Symbols

G102 General Notes

G103 General Notes

G200 Life Safety Plan

G201 Accessibility Details

G300 Wall Types

D101 Demolition Plans

D102 Enlarged Demolition Plans

D103 Reflected Ceiling Demolition Plans

A101 Floor Plans

A102 Lobby Floor Plan (Second Floor)

A103 Enlarged Plans

A104 Roof Plan and Details

A200 Building Elevations

A400 Stair Sections

A500 Exterior Details

A600 Details

A601 Details

A700 Interior Elevations

A701 Interior Elevations

A800 Reflected Ceiling Plans

A801 Second Floor Reflected Ceiling Plan

A802 Enlarged Reflected Ceiling Plan and Details

A900 Schedules

A901 Finish Schedule

A902 Finish Plan

A903 Finish Plan

FIRE PROTECTION

FP001 General Notes, Legend, and Details

FP301 Level 1 Fire Protection Plans

FP302 Lobby Level Fire Protection Plans

PLUMBING

P001 General Notes, Legend, and schedule

P301 Level 1 Plumbing Plans

P302 Lobby Level Plumbing Plans

MECHANICAL

M001 Legend, Abbreviations & General Notes

M301 Level 1 Mechanical Plans

M302 Lobby Level Mechanical Plans

M601 Equipment Schedules & Details

ELECTRICAL

E001 General Notes, Symbols, Abbreviations & Schedules

E301 First Floor Electrical Plans

E302 Lobby Level Electrical Removal Plans

E303 Lobby Level Electrical Plans

No. REVISION # DATE:

RFB-2025-25 - HVAC CONTRACT BID SET

PLOT DATE:

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Job No:

Scale:

Date:

Sheet Title:

Drawn By:

Project:

Stamp:

As Noted www.C2-DesignGroup.com

24 Airport Road Schenectady, ny 12302

Sheet Number:

518.320.8250

Design Group

11/5/2024 7:00:28 PM

78 Washington Ave Schenectady, NY 12305

Bid Set | RFB 2024-65

C2 Architecture

11/05/2024

Interior Renovation to:

Owner:

SUNY Schenectady 78 Washnigton Ave Schenectady, NY 12305

Architect:

C2 Architecture 24 Airport Road Schenectady, NY 12302

MEP Engineer:

Engineered Solutions 646 Plank Rd Clifton Park, NY 12065

General Notes

SUNY SCCC CST Building Lobby and Bathroom

Renovations

G102

GENERAL DEMOLITION NOTES

1. SEE ALL DRAWINGS FOR ADDITIONAL NOTES AND SPECIFICATIONS.

2. OBJECTS SHOWN ON DEMOLITION PLANS WITH A "DASHED" LINE ARE TO BE REMOVED, AS A

"SYSTEM" IN THEIR ENTIRETY BACK TO SOUND STRUCTURE. COORDINATE WITH ALL GENERAL

DEMOLITION NOTES, KEYED DEMOLITION NOTES AND ALL ENGINEERING DRAWINGS.

3. THE CONTRACTOR SHALL COORDINATE ALL PHASES OF DEMOLITION FOR PROJECT AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONFLICTING CONDITIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY COMPLETION OF "THE WORK", PRIOR TO THE START OF DEMOLITION.

4. THE CONTRACTOR SHALL MAINTAIN AND PROTECT EXISTING UTILITIES TO REMAIN IN SERVICE

BEFORE PROCEEDING WITH DEMOLITION, PROVIDE BYPASS CONNECTIONS TO OTHER PARTS OF

THE BUILDING AS REQUIRED.

5. THE CONTRACTOR SHALL MAINTAIN LIFE SAFETY SERVICES AND FIRE EXTINGUISHERS

THROUGHOUT DEMOLITION PHASE AS REQUIRED.

6. THE CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY IN WRITING OF ANY DISCREPANCIES

IN THE DRAWINGS REGARDING THE REMOVAL OF LOAD BEARING STRUCTURAL ELEMENTS NOT

DOCUMENTED OR DETAILED.

7. OWNER RESERVES THE RIGHT TO KEEP ANY ITEMS IDENTIFIED TO BE REMOVED OR SALVAGED.

CONTRACTOR IS TO COORDINATE IDENTIFIED ITEMS WITH THE OWNER AT THE START OF EACH

DEMOLITION PHASE. CAREFULLY SALVAGE ITEMS IDENTIFIED BY THE OWNER AND DELIVER THEM

TO LOCATION INDICATED BY OWNER.

8. THE CONTRACTOR SHALL CONDUCT ALL WORK IN CONFORMANCE WITH LANDLORD'S

REQUIREMENTS FOR DEMOLITION AND CONSTRUCTION.

9. THE CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGE IN THE

SURROUNDING AREAS CAUSED BY DEMOLITION AND CONSTRUCTION IN” AREA OF WORK”.

10. ALL EXISTING WALLS, COLUMNS, AND PERIMETER PIERS TO REMAIN IN "AREA OF WORK" ARE TO

BE PATCHED AND REPAIRED TO RECEIVE NEW FINISHES.

11. ALL CONTRACTORS ARE TO COORDINATE WITH BUILDING OWNER THE USE OF ELEVATORS AND

SERVICES, AND TO CONFORM TO ALL BUILDING REGULATIONS WITH REGARD TO DEMOLITION.

12. SEE ENGINEERING DRAWINGS AND NOTES FOR ADDITIONAL DEMOLITION REQUIREMENTS WHEN REFERRING TO HVAC, SPRINKLER, PLUMBING, ELECTRICAL, FIRE ALARM AND COMMUNICATION.

"SYSTEM" SHALL MEAN EVERYTHING NEEDED TO SUPPORT OR TO BE PART OF "THE SYSTEM"

INCLUDING BUT NOT LIMITED TO FASTENERS, POWER SUPPLY SYSTEMS, HVAC SYSTEMS,

PLUMBING SYSTEMS AND ADHESIVES TO THE FULLEST EXTENT POSSIBLE.

13. DEMOLITION CONTRACTOR TO CONSULT WITH BUILDING OWNER WHEN REMOVING CONDUITS

AND CABLES THAT MAY BE ACTIVE. IF SERVICE IS DISRUPTED CONTRACTOR T0 INCLUDE ALL

REPAIRS AS REQUIRED TO ANY CABLES AND CONDUITS.

14. ANY AND ALL ELECTRICAL/DATA AND TELEPHONE DEVICES, WIRING, CABLES, CONDUITS, ETC. TO BE REMOVED SHALL BE REVIEWED BY BUILDING OWNER, CLIENT CONSULTING ENGINEER AND ANY

OTHER CONSULTANT DEEMED NECESSARY PRIOR TO ANY WORK.

15. REMOVAL OF SUCH ELECTRICAL EQUIPMENT SHALL BE DONE IN SUCH A WAY AS TO ALLOW THE

OPERATIONS OF ADJACENT FLOORS TO CONTINUE WITHOUT INTERRUPTION OF ANY SERVICE

DURING DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS

NEEDED IN ORDER TO COMPLY WITH THIS REQUIREMENT.

16. ALL CONTRACTORS SHALL COORDINATE ALL REMOVALS WITH ALL OTHER TRADES.

17. CONTRACTOR SHALL PROTECT THE BUILDING INTERIOR FROM WEATHER AND WATER LEAKAGE

AND DAMAGE.

18. CONTRACTOR TO PROVIDE ADEQUATE BRACING AND SUPPORTS AS REQUIRED TO ENSURE THE

STRUCTURAL INTEGRITY OF THE EXISTING BUILDING TO REMAIN AS REQUIRED.

19. ALL MAJOR DEMOLITION AND NOISE CREATING WORK SHALL NOT OCCUR WITHIN THE HOURS OF 6 PM TO 7 AM DURING THE WEEK, UNLESS AGREED TO OTHERWISE IN WRITING BY CLIENT AND

BUILDING OWNER.

20. CAP ALL ABANDONED PIPING AND CONDUIT TO PREVENT POSSIBLE PASSAGEWAYS FOR

RODENTS, FIRE, OR GASES. COORDINATE WORK WITH ALL TRADES.

21. ALL ABANDONED POKE THROUGHS IN THE SLAB SHALL BE PATCH AND FILLED PER STANDARDS

AS STATED IN THE BUILDING RULES AND REGULATIONS, AND PER ALL LOCAL CODES.

22. FILL ALL UNUSED SLAB PENETRATIONS WITH PROPER STRUCTURAL AND FIRE RATED

REQUIREMENTS.

23. ALL LAYERS OF FLOOR FINISHES SCHEDULED FOR REMOVAL SHALL BE REMOVED DOWN TO

BASE SUB-FLOOR. ALL SUB-FLOORING SCHEDULED TO RECEIVE FLOORING SHALL BE STRIPPED OF

ALL SEALANTS, MASTICS, GREASE, AND PAINT. NOTIFY ARCHITECT PRIOR TO REMOVAL TO

ADDRESS BEST PRACTICE TO MOVE FORWARD.

24. REPAIR AND PATCH ALL SURFACES DAMAGED BY "THE WORK" TO MATCH AND TO BLEND INTO THE EXISTING ADJACENT SURFACE MATERIALS AND FINISHES, FLUSH AND SMOOTH. FOLLOWING

THE PROCEDURES OF THE PROJECT MANUAL.

25. PROVIDE BLOCKING OR SHORING AS REQUIRED TO SUPPORT BUILDING SYSTEMS PRIOR TO

DEMOLITION OF MASONRY OR NON - MASONRY BEARING WALLS OR SUPPORT STRUCTURES AS

REQUIRED.

26. THE CONTRACTOR TO REMOVE ANY AND ALL DOORS, FRAMES AND HARDWARE IN THE

EFFECTED AREAS. CONTRACTOR SHALL CONSULT WITH BUILDING OWNER FOR ANY

DOORS/FRAMES OR HARDWARE THAT THE OWNER MIGHT WANT TO REUSE.

27. THE CONTRACTOR SHALL MAINTAIN A SAFE, SECURE AND CLEAN SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS THROUGHOUT THE ENTIRETY OF "THE WORK", AT NO ADDITIONAL COST TO THE OWNER. AT A MINIMUM THE SITE IS TO BE SECURELY LOCKED WHEN

UNOCCUPIED AND BROOM SWEPT ON A DAILY BASIS AND SAFE OF LOOSE DEBRIS.

28. THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL DEBRIS AND

DISCARDED MATERIALS AND/OR EQUIPMENT AS INDICATED WITHIN THE SPACE. THE CONTRACTOR

MUST KEEP ALL DEBRIS REMOVED FROM SITE SEPARATE FROM THE BUILDING TRASH AND

PROVIDE DUMPSTERS THROUGH OUT CONSTRUCTION UNTIL PROJECT CLOSEOUT. LOCATE

DUMPSTERS IN THE LOCATION DESIGNATED BY THE OWNER. PROMPTLY REPLACE DUMPSTERS

WHEN THEY ARE FULL AND WHEN "THE WORK" HAS BEEN COMPLETED.

29. THE CONTRACTOR TO COORDINATE WITH THE BUILDING OWNER AS TO THE PROTECTION

AND/OR STORAGE OF ANY ITEMS TO BE SAVED FROM DEMOLITION.

30. THE CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING ITEMS TO REMAIN (I.E. PLUMBING

FIXTURES, WINDOWS. CONVECTOR COVERS’ WALLS, CEILINGS, FLOORS, WINDOW TREATMENTS,

AND EXPOSED FINISHES, ETC.) THROUGHOUT THE COURSE OF THE JOB AND REPAIR DAMAGE AS

REQUIRED.

31. ASBESTOS NOTE: THE ABATEMENT OF ASBESTOS MATERIAL IS EXCLUDED FROM THIS PROJECT

AND WILL BE CONTRACTED SEPARATELY, IF REQUIRED. ANY ITEMS ENCOUNTERED IN THE

DEMOLITION SUSPECTED OF CONTAINING HAZARDOUS MATERIALS SHALL BE BROUGHT TO THE

OWNERS ATTENTION, FOR PROPER IDENTIFICATION AND DISPOSAL OF BY THE OWNERS

DESIGNATED FORCES.

32. LEAD PAINT NOTE: IF PAINT IS NOT TESTED, CONTRACTOR TO ASSUME MATERIAL IS HOT AND

THE CONTRACTOR SHALL FOLLOW LOCAL, STATED AND FEDERAL CODES ON RECOMMENDATIONS

FOR REMOVAL.

GENERAL STAIR NOTES

1. ALL STAIR AND HANDRAIL SYSTEMS SHALL BE DESIGNED TO COMPLY WITH ALL LOCAL, STATE, AND

FEDERAL CODES AND REGULATIONS. CONTRACTOR SHALL SUBMIT STAMPED AND SIGNED

DOCUMENTATION THAT THE AFOREMENTIONED SYSTEMS HAVE BEEN DESIGNED AND ENGINEERED

BY A LICENSED PROFESSIONAL IN THE STATE HAVING JURISIDICTION FOR THE PROJECT.

2. THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF THE EXIT DOOR.

3. LANDINGS AT EGRESS STAIRS SHALL BE AT LEAST AS WIDE AS THE STAIRCASES THEY SERVE AND

MINIMUM OF 44”, AND A MAXIMUM OF 48” DEEP IN DIRECTION OF TRAVEL.

4. STAIRWAY WIDTH SHALL BE 44” MINIMUM, UNLESS NOTED OTHERWISE.

5. STAIR RISERS SHALL BE 4” MINIMUM AND 7” MAXIMUM IN HEIGHT.

6. TREADS SHALL BE 11” MINIMUM IN DEPTH.

7. STAIR TREADS AND RISERS SHALL BE OF UNIFORM SIZE AND SHAPE WITH MAXIMUM TOLERANCE

OF 3/8” DIFFERENCE BETWEEN LARGEST AND SMALLEST RESERS.

8. LEADING EDGE OF TREAD SHALL HAVE MAXIMUM, 9/16” BEVEL. RISERS SHALL BE SOLID (MAX 4” OPENING ALLOWED) AND VERTICAL OR SLOPED NOT MORE THAN 30 DEGREES. NOSINGS SHALL NOT

PROJECT MORE THAN 1 1/4” BEYOND TREAD BELOW.

9. PROVIDE 6'-8" MINIMUM CLEAR HEADROOM OVER TREAD OR LANDING, MEASURED VERTICALLY

FROM A LINE CONNECTING THE EDGE OF THE NOSINGS.

10. HANDRAILS SHALL BE PROVIDED ON EACH SIDE OF STAIRWAY.

11. HANDRAILS SHALL BE MOUNTED BETWEEN 34” AND 38” AS MEASURED ABOVE STAIR NOSINGS.

12. HANDRAILS WITH A CIRCULAR CROSS-SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST

1.25” AND NOT GREATER THAN 2".

13. HANDRAILS WITH A NON-CIRCULAR CROSS-SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 4"

MINIMUM AND NOT GREATER THAN 6 1/4". CROSS-SECTION SHALL NOT EXCEED 2 1/4".

14. HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS WITHOUT INTERRUPTION BY NEWEL

POSTS OR OTHER OBSTRUCTIONS.

15. HANDRAILS SHALL EXTEND 12" MINIMUM AT TOP LANDING, AND EXTEND AT EQUAL TREAD DEPTH

AT BOTTOM OF STAIR RUNS.

16. HANDRAILS SHALL RETURN TO WALL, GUARD, OR LANDING SURFACE.

17. PROVIDE 1 1/2" CLEARANCE FROM ADJACENT WALLS TO FOR ALL HANDRAILS.

18. GUARDRAILS SHALL BE PROVIDED WHERE CHANGE IN FLOOR ELEVATION EXCEEDS 30” ABOVE FINISHED FLOOR OR GRADE. THE GUARDRAIL SHALL BE A MINIMUM OF 42" IN HEIGHT WITH OPENING

LIMITATIONS OF 4" MAXIMUM.

GENERAL ENERGY NOTES

1. ALL BUILDING ENVELOPE ELEMENTS THAT CONTAIN MATERIALS WHICH ARE CAPABLE OF

ABSORBING OR TAKING UP AND HOLDING MOISTURE SHALL BE PROTECTED BY A VAPOR BARRIER

RETARDER LOCATED ON THE WARM SIDE OF THE INSULATION.

2. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY OF INSULATION AT

PLATE LINES, SILL LINES, BAND JOISTS, AND CORNERS.

3. ALL JOINTS AND OPENINGS IN THE BUILDING ENVELOPE SYSTEM INCLUDING, BUT NOT LIMITED TO, THE PERIMETER AROUND WINDOWS AND DOOR FRAMES, BETWEEN WALLS AND ROOF/ CEILINGS, BETWEEN WALLS, FLOORS, AND FOUNDATIONS, BETWEEN WALL PANELS, AT UTILITY SERVICE

PENETRATIONS AND BETWEEN DISSIMILAR MATERIALS SHALL BE CAULKED, GASKETED,

WEATHERSTRIPPED, OR OTHERWISE SEALED.

4. ALL DOORS AND WINDOW "U" AND "R" VALUES AND INFILTRATION VALUES SHALL COMPLY WITH

THE CURRENT APPLICABLE STATE ENERGY CONSERVATION CONSTRUCTION CODE.

PLOT DATE:

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T h e m a t e r ia l a n d i d e a s c o n t a in e d i n t h is d o c u m e n t a r e c o n f id e n t ia l a n d a r e t h e p r o p r ie t a r y p r o p e r t y o f C

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T h e s e m a t e r ia ls a n d i d e a s s h a ll n o t b e r e le a s e d o r o t h e r w is e m a d e a v a il a b le t o a n y t h ir d p a r t y o r r e p r o d u c e d i n w h o le o r i n p a r t w it h o u t t h e e x p r e s s w r it t e n c o n s e n t o f C

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Job No:

Scale:

Date:

Sheet Title:

Drawn By:

Project:

Stamp:

As Noted www.C2-DesignGroup.com

24 Airport Road Schenectady, ny 12302

Sheet Number:

518.320.8250

Design Group

11/5/2024 7:00:28 PM

78 Washington Ave Schenectady, NY 12305

Bid Set | RFB 2024-65

C2 Architecture

11/05/2024

Interior Renovation to:

Owner:

SUNY Schenectady 78 Washnigton Ave Schenectady, NY 12305

Architect:

C2 Architecture 24 Airport Road Schenectady, NY 12302

MEP Engineer:

Engineered Solutions 646 Plank Rd Clifton Park, NY 12065

General Notes

SUNY SCCC CST Building Lobby and Bathroom

Renovations

G103

GENERAL CEILING NOTES

1. WHEN PROVIDED, SEE ENGINEER'S DRAWINGS FOR ADDITIONAL NOTES AND GENERAL

INFORMATION. PROJECT "MECHANICAL", "ELECTRICAL", AND "PLUMBING" CONTRACT DOCUMENTS

AND NOTES SHALL SUPERSEDE AND HAVE PRECEDENCE OVER ALL APPLICABLE GENERAL NOTES

LISTED BELOW.

2. IF APPLICABLE, CONTRACTOR SHALL INSTALL LOCALLY APPROVED FIXTURES AND DEVICES ONLY.

3. ALL GYPSUM BOARD CEILINGS TO BE 5/8" AND SHALL BE TAPED, JOINT COMPOUNDED, SANDED

AND READY FOR PAINT, UNLESS NOTED OTHERWISE.

4. FULLY LAYOUT GRID, SOFFITS, AND OPENING PLACEMENT PRIOR TO THE START OF

CONSTRUCTION TO VERIFY DIMENSIONS ARE CONSISTENT WITH REQUIREMENTS IN THE

DOCUMENTS. REFER ANY DIMENSION INCONSISTENCES TO THE ARCHITECT FOR RESOLUTION

PRIOR TO THE START OF THE "THE WORK".

5. THE CONTRACTOR SHALL PROVIDE A COMPOSITE CEILING PLAN AND NECESSARY SHOP

DRAWINGS COORDINATING ALL TRADES, SHOWING THE LOCATION OF SUSPENSION MEMBERS,

LIGHT FIXTURES, EMERGENCY AND EXIT LIGHTING, HVAC DUCTS, DRAPERY POCKETS, FIRE

DAMPERS, ACCESS DOORS, SPRINKLERS AND PIPES, FASCIAS SOFFITS AND ALL OTHER ITEMS

PENETRATING OR ATTACHED TO THE CEILING.

6. ACCESS DOOR LOCATIONS TO BE REVIEWED IN THE FIELD PRIOR TO INSTALLATIONS, AND THEIR

LOCATIONS TO BE APPROVED BY THE ARCHITECT.

7. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHTS. MAINTAIN CEILING HEIGHT THROUGHOUT, UNLESS NOTED OTHERWISE. NOTIFY ARCHITECT OF ANY DISCREPENCIES.

8. NO CEILING BREAKS WILL BE PERMITTED WITHIN A ROOM, UNLESS NOTED OTHERWISE.

9. IF CEILING GRID REQUIRES CUT TILES, ANY CUT TILES THAT ARE VISIBLE SHALL HAVE A FINISHED EDGE. CONTRACTOR MAY lNCLUDE EITHER PREFABRICATED TILES TO THAT DIMENSION AND/OR FINISH THE CUT EDGE OF TILE, TO MATCH CEILING TILE. SHOULD CUT EDGE BE EXPOSED, PROVIDE

PAINT TO MATCH CEILING TILE.

10. THE CONTRACTOR TO PROVIDE 3% ATTIC STOCK OF ALL CEILING TILES AT END OF PROJECT FOR

CLIENTS FUTURE USE.

11. IT IS REALIZED THAT AS CONSTRUCTION PROCEEDS AND AS PROJECTS NEARS COMPLETION, CEILING TILES OFTEN GET DAMAGED AND/OR DIRTY BY OTHER TRADES, THE CONTRACTOR AND

THEIR SUBCONTRACTORS ARE RESPONSIBLE TO REPLACE ANY AND ALL DAMAGED CEILING TILES

AND GRIDS AND/OR DRYWALL CEILINGS AND SOFFITS AT THEIR OWN COST.

12. AT END OF THE PROJECT, CONTRACTOR TO REALIGN ALL CEILING TILE AND GRIDS TO A SQUARE

AND LEVEL INSTALLATION.

13. INSTALL DIRECTIONAL ACOUSTICAL TILE WITH THE GRAIN IN ONE DIRECTION ONLY IN ANY SINGLE

SPACE.

1. FRAMING IS INDICATED DIAGRAMMATICALLY TYPICALLY IN THE DOCUMENTS. IT IS NOT THE INTENT

OF THE DOCUMENTS TO DELINEATE EVERY CONDITION OR MEMBER SIZE REQUIRED. THE

CONTRACTOR SHALL PROVIDE CONFIGURATIONS OF FRAMING AS REQUIRED BY THE DOCUMENTS

TO MAINTAIN THE SHAPE AND PROFILES OF SURFACES/MATERIALS REQUIRED, COORDINATE WITH

THE BUILDING STRUCTURE, AND SUPPORT THE REQUIRED LOADS.

2. TYPICAL PARTITION DETAILS DO NOT INDICATE EVERY COMBINATION OF MATERIALS REQUIRED.

SEE FLOOR PLAN INDICATIONS FOR PARTITION TYPES REQUIRED.

3. FORM RADIUS/CURVED WORK TO TRUE RADIUS WITHOUT SEGMENTATION, FACETING, BUCKLING, WARPING OR OTHERWISE ALTERING MEMBER DIMENSION OR APPEARANCE.

4. PROVIDE FRAMING LOCATED TO CLEAR CEILING/WALL MOUNTED DEVICES/EQUIPMENT.

COORDINATE FRAMING WITH DEVICE/EQUIPMENT REQUIREMENTS FOR CLEARANCES AND

SUPPORT. DEVICE SHALL TAKE PRECEDENCE PER MANUFACTURER'S RECOMMENDATION.

5. WHERE UTILITIES SUCH AS ELECTRICAL, TELE/DATA, PLUMBING AND THE LIKE CAN NOT BE

CONCEALED ABOVE CEILINGS, PROVIDE PUNCHED STUDS CONFIGURED TO PERMIT UTILITY

DISTRIBUTION WITHIN THE FRAMING. WHERE SUCH PUNCHES ARE PROVIDED THEY SHALL BE

ALIGNED WITHIN THE FRAMING TO PERMIT STRAIGHT UTILITY RUNS WITH MINIMAL OFFSETS.

COORDINATE WITH UTILITIES FOR SIZE, NUMBER AND LOCATIONS OF PUNCHES REQUIRED.

6. IN CASE OF CONFLICT OR DISCREPANCY, THE MORE RESTRICTIVE OR HIGHER QUALITY PARTITION

GOVERNS.

7. UNLESS NOTED OTHERWISE ON A SPECIFIC DETAIL, ALL METAL STUD FRAMING SHALL BE AS

FOLLOWS:

a. PROVIDE STUDS SIZES AS REQUIRED. STUD GAUGE SHALL BE DETERMINED BY ALLOWABLE

SPANS OF MEMBERS. NO WALL SHALL BE LESS THAN 20 GAUGE, UNLESS NOTED OTHERWISE.

b. UNLESS NOTED OTHERWISE, AND EXCEPT FOR FURRING ALL STUDS SHALL BE FULL HEIGHT

FROM FLOOR TO UNDERSIDE OF STRUCTURAL DECK ABOVE. STUDS SHALL BE CUT SHORT AT

HEAD TRACK/RUNNER TO ALLOW FOR DIFFERENTIAL LIVE LOAD DEFLECTION AS REQUIRED

HEREIN.

c. PROVIDE MINIMUM 20 GAUGE TRACKS/RUNNERS TO MATCH STUD SIZE, UNLESS NOTED OTHERWISE. AT HEAD, PROVIDE TRACKS/RUNNERS WITH VERTICAL LEGS OF SUFFICIENT HEIGHT

TO ACCOMMODATE DIFFERENTIAL LIVE LOAD DEFLECTION DIMENSION BETWEEN FLOORS.

d. FURRING SHALL EXTEND FROM FLOOR TO 6 INCHES ABOVE FINISHED CEILING, OR IF THERE IS

NO CEILING, TO STRUCTURAL DECK ABOVE.

e. ALL STUDS SHALL BE SPACED AS REQUIRED TO SUPPORT APPLIED FINISHES AND LOADS, BUT

NOT MORE THAN 16 INCHES O.C., UNLESS NOTED OTHERWISE.

f. PROVIDE FULL HEIGHT, UNPUNCHED, DOUBLE STUDS AT ALL JAMB AND HEAD CONDITIONS, COORDINATE WITH HSS HEAD SUPPORT.

8. FOR PARTITIONS WITHIN 15 FEET OF A COLUMN LINE, ALLOW FOR 1/2" LIVE LOAD DEFLECTION.

9. FOR PARTITIONS MORE THAN 15 FEET BUT LESS THAN 30 FEET FROM A COLUMN LINE, ALLOW FOR

3/4" LIVE LOAD DEFLECTION.

10. FOR PARTITIONS MORE THAN 30 FEET FROM A COLUMN LINE, ALLOW FOR 1" LIVE LOAD

DEFLECTION.

11. AT PARTITIONS EXTENDING OVER ROUGH OPENINGS (DOORS, SIDELIGHTS, BORROWED LIGHTS AND THE LIKE) IN EXCESS OF 6'-4" WIDE, PROVIDE LIGHT GAUGE METAL FRAMING OF DEPTH TO

MATCH ABUTTING PARTITIONS. PROVIDE CONCEALED DIAGONAL BRACING TO STRUCTURAL DECK

ABOVE AT 4'-0" O.C., CONFIGURED TO CLEAR STRUCTURAL, MECHANICAL AND ELECTRICAL

SYSTEMS.

12. AT ALL NON-FLOOR TO STRUCTURAL DECK PARTITIONS, PROVIDE DIAGONAL BRACING AT 4'-0"

O.C. EXTENDING FROM 12" ABOVE CEILING TO STRUCTURAL DECK ABOVE AT 12/12 SLOPE,

CONFIGURED TO CLEAR STRUCTURAL, MECHANICAL AND ELECTRICAL SYSTEMS.

13. PROVIDE BLOCKING IN PARTITIONS FOR ALL SUPPORTED/ATTACHED ITEMS/SYSTEMS.

14. PROVIDE WOOD BLOCKING IN WALLS FROM 2'-0" ABOVE FLOOR TO 4'-0" ABOVE FLOOR IN ALL

ANSI A117.1 COMPLIANT TOILET STALLS.

15. PROVIDE WOOD BLOCKING REQUIRED FOR WALL MOUNTED OWNER PROVIDED EQUIPMENT.

COORDINATE WITH OWNER FOR TYPE, SIZE AND LOCATION OF BLOCKING REQUIRED.

16. WHERE FRAMING CONNECTS TO CEMENTITIOUS FIREPROOFING COATED STRUCTURAL

STEEL/DECK, PROVIDE Z-FURRING FASTENED TO STRUCTURAL STEEL/DECK PRIOR TO

APPLICATION OF FIREPROOFING. Z-FURRING SHALL MATCH FIREPROOFING THICKNESS AND SHALL

BE CONFIGURED AS REQUIRED FOR PROPER SUPPORT/ATTACHMENT OF FRAMING. MINIMUM

GAUGE AND SPACING SHALL MATCH FRAMING REQUIREMENTS.

17. WHERE A SINGLE LAYER PARTITION TYPE ALIGNS WITH A MULTILAYER LAYER PARTITION TYPE, ADJUST FRAMING LOCATION TO ALIGN FINISHED FACES OF WALL BOARD ACROSS PARTITION

TYPES, UNLESS NOTED OTHERWISE.

18. CONTRACTOR TO CLEAN INSIDE OF ALL STUD CAVITIES BEFORE ENCLOSING WALL.

1. SEE PLANS FOR DEFINITION OF SCOPE OF FIRE-RESISTIVE PARTITIONS. FIRE PROOFING SHOWN IN

THE CONTRACT DOCUMENTS ARE DIAGRAMATIC IN NATURE. REFER TO DRAWING NOTES OR UL

DESIGN ASSEMBLY FOR ADDITIONAL INFORMATION. ALL FIRE-RESISTIVE PARTITIONS SHALL

CONFORM TO ALL LOCAL, STATE, AND FEDERAL CODES AS WELL AS WITH THE FOLLOWING NOTES

LISTED BELOW.

2. WHERE AN UNDERWRITERS LABORATORY OR OTHER TESTING AGENCY NUMBER IS INDICATED ON THE PARTITION TYPE DETAIL, THE PARTITION SHALL BE CONSTRUCTED IN STRICT ACCORDANCE

WITH THE TESTED ASSEMBLY.

3. OVERSIZE "CUT-OUTS" FOR ELECTRICAL DEVICE BOXES WILL NOT BE PERMITTED.

4. PROVIDE FIRESTOP SYSTEM AT ALL PENETRATIONS OF FIRE-RESISTIVE RATED PARTITIONS AND AT ALL OTHER LOCATIONS NECESSARY TO MAINTAIN THE FIRE RESISTIVE INTEGRITY OF THE ASSEMBLY.

5. PROVIDE FIRE RESISTIVE JOINT SYSTEM AT TOP OF ALL FIRE-RESISTIVE RATED PARTITIONS AT

DECK ABOVE AND AT CONTROL JOINTS.

6. WHERE FIRE RATED PARTITION INTERSECTS NON-RATED PARTITION, FIRE RATED PARTITION SHALL EXTEND THROUGH NON-RATED PARTITIONS. WHERE TWO FIRE RATED PARTITIONS INTERSECT, THE

GREATER OF THE FIRE RESISTANCE RATINGS SHALL EXTEND THROUGH LESSER FIRE RATED

PARTITION.

GENERAL METAL STUD FRAMING NOTES

GENERAL FIRE RESITIVE NOTES

14. ELECTRICAL:

a. WHEN PROVIDED, SEE ENGINEER’S DRAWINGS FOR ALL LIGHT FIXTURE CIRCUITING, EMERGENCY LIGHTING AND EXIT LIGHTING, SMOKE DETECTORS, STROBE LIGHTING, ALARM

SPEAKERS, SWITCHING AND RELATED WORK. LIGHT SWITCHES AND DIMMERS AS INDICATED ON

THE ARCHITECT'S PLANS ARE FOR LOCATION ONLY. CONTRACTOR SHALL VERIFY ALL LIGHT

FIXTURE WATTAGE (MAX.) AND PROVIDE PROPER NUMBER OF SWITCHES AT THAT LOCATION TO

THE CIRCUITING OF THOSE ITEMS.

b. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING COMPATIBILITY OF LIGHTING

FIXTURES WITH THE SPECIFIED CEILING SYSTEM PRIOR TO ORDERING MATERIAL.

THE CONTRACTOR TO PROVIDE INITIAL LAMPING OF ALL LIGHT FIXTURES, USE MANUFACTURER’S

SPECIFIED LAMPS.

c. ALL LIGHT FIXTURES TO REMAIN OR BE REUSED, THE CONTRACTOR SHALL CLEAN, RELAMP, AND

REPLACE ALL FAULTY BALLASTS AND/OR BALLASTS NOT CONFORMING TO THE LATEST LOCAL

BUILDING CODE.

d. THE CONTRACTOR SHALL PROVIDE AND INSTALL SHALLOW DEPTH FIXTURES AS FIELD

CONDITIONS NECESSITATE, WITH THE ARCHITECT'S APPROVAL, AT NO ADDITIONAL COST.

e. ALL LIGHT FIXTURES TO BE CENTERED IN CEILING GRID TILES, UNLESS NOTED OTHERWISE.

f. ALL THERMOSTATS, NEW AND EXISTING, TO BE INSTALLED AT 54” A.F.F. IN LOCATIONS APPROVED

BY THE ARCHITECT, UNLESS NOTED OTHERWISE.

g. THE CONTRACTOR SHALL REMOVE CEILING TILE(S) AS REQUIRED BY THE VOICE, DATA, A/V, SECURITY AND SIGNAL CABLE VENDOR OR OTHER TRADES AUTHORIZED FOR INSTALLATION BY

THE ARCHITECT. ALL CEILING TILES MUST BE REPLACED WHEN WORK IS COMPLETED.

15. MECHANICAL:

a. WHEN PROVIDED, SEE ENGINEER'S DRAWINGS FOR ALL CEILING DIFFUSERS, DUCTWORK

LAYOUTS, TRANSFER DUCTS, FUSIBLE LINKS, RETURN AIR GRILLS AND DAMPERS, ETC.

ARCHITECT’S DRAWINGS INDICATE DIFFUSERS FOR LOCATION ONLY. WHERE DISCREPANCIES

OCCUR BETWEEN ENGINEERING AND ARCHITECTURAL DRAWINGS REGARDING LOCATIONS,

ENGINEERING DRAWINGS SHALL GOVERN.

b. HVAC SUBCONTRACTOR TO SUBMIT A LAYOUT SHOP DRAWNG INDICATING ALL DIFFUSER

LOCATIONS AND DUCTWORK LAYOUTS TO ARCHITECT’S OFFICE FOR REVIEW AND APPROVAL

PRIOR TO FABRICATION OF ANY WORK.

c. THE CONTRACTOR TO THOROUGHLY CLEAN ALL EXISTING HVAC CEILING DIFFUSERS AND

RETURN AIR GILLES.

d. THE CONTRACTOR SHALL PROVIDE APPROPRIATE SIZED CUTOUT ABOVE CEILING WHERE PARTITION WALLS EXTEND TO SLAB ABOVE, AS REDUIRED FOR CIRCULATION OF RETURN AIR TO HVAC SYSTEM. FURNISH AND INSTALL FIRE DAMPERS AS REQUIRED TO MAINTAIN THE INTEGRITY

OF RATED WALLS.

e. THE CONTRACTOR IS RESPONSIBLE TO BALANCE THE HVAC SYSTEM AFTER THE INSTALLATION IS COMPLETED AND SUBMIT A WRITTEN REPORT TO THE ARCHITECT’S AND ENGINEER’S OFFICE

FOR REVIEW AND APPROVAL.

16. FIRE PROTECTION:

a. WHEN PROVIDED, SEE ENGINEER'S DRAWINGS FOR THE LOCATION OF ALL SPRINKLER HEADS

AND RELATED WORK. ARCHITECTURAL DRAWINGS INDICATE SPRINKLER HEADS FOR LOCATION

ONLY. WHERE DISCREPANCIES OCCUR BETWEEN ARCHITECTURAL AND ENGINEERING

DRAWINGS REGARDING LOCATIONS, ENGINEERING DRAWINGS SHALL GOVERN.

b. THE CONTRACTOR SHALL COORDINATE SPRINKLER HEAD LOCATION WITH ALL, BUT NOT

LIMITED TO, HVAC EQUIPMENT, DUCTWORK, AND LIGHITNG.

c. SPRINKLER SUBCONTRACTOR TO SUBMIT A LAYOUT SHOP DRAWNG TO ARCHITECT’S OFFICE

FOR REVIEW AND APPROVAL OF ALL SPRINKLER HEAD LOCATIONS PRIOR TO FABRICATION OF

ANY WORK.

d. ALL SPRINKLER HEADS AT ACOUSTICAL TILE CEILINGS TO BE CONCEALED FLUSH TYPE WITH

PREFINISHED WHITE CAP TO MATCH CEILING, UNLESS NOTED OTHERWSE. SPRINKLER HEADS

SHALL BE CENTERED IN TILES, UNLESS NOTED OTHERWISE.

e. ALL SPINKLER HEADS AT GYPSUM BOARD CEILINGS TO BE CONCEALED FLUSH TYPE WITH

PREFINISHED CAP TO MACTH CEILING, UNLESS NOTED OTHERWISE.

1. UNLESS NOTED OTHERWISE, ALL WALLBOARD SHALL CONFORM TO THE FOLLOWING:

a. THICKNESS: 5/8", UNLESS NOTED OTHERWISE.

b. HEIGHT: ALL GYPSUM WALL BOARD SHALL EXTEND FULL HEIGHT OF PARTITION FROM SLAB TO

LIVE LOAD DEFLECTION DIMENSION FROM DECK.

c. BOARD TYPE: PROVIDE FIRE-RESISTIVE CORE WALLBOARD FOR ALL PARTITION TYPES EXCEPT

AS NOTED HEREIN:

• PROVIDE SHAFTWALL LINER BOARD AT ALL SHAFTWALL PARTITIONS ON THE SHAFT SIDE OF

THE PARTITION.

• PROVIDE HIGH-STRENGTH CEILING BOARD FOR ALL CEILING/SOFFIT BOARD.

• PROVIDE BACKER-BOARD AS THE FIRST LAYER (NOT EXPOSED) AT ALL MULTIPLE LAYER

APPLICATIONS.

• PROVIDE GYPSUM PLASTER BASE BOARD (BLUE BOARD) AS OUTER LAYER WHERE VENEER

PLASTER IS REQUIRED.

• PROVIDE MOISTURE RESISTANT BOARD AS OUTER LAYER ON PARTITIONS WHERE FINISH IS

PAINT IN TOILET ROOMS. DO NOT USE MOISTURE RESISTANT WALLBOARD ON CEILINGS.

• PROVIDE CEMENTITIOUS BACKERBOARD AS SUBSTRATE TO TILE.

GENERAL WALLBOARD NOTES

d. PROVIDE ALTERNATING ORIENTATION (VERTICAL/HORIZONTAL) OF WALLBOARD LAYERS IN

MULTI-LAYER PARTITION TYPES. STAGGER JOINTS IN LAYERS EACH WAY. SECURE EACH

LAYER TO FRAMING WITH SCREWS.

e. PROVIDE CONTROL JOINTS IN HORIZONTAL AND VERTICAL WALLBOARD SURFACES IN

ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND AS NOTED

BELOW. SEE ELEVATIONS AND PLANS FOR JOINT LOCATIONS, OR, WHERE NOT INDICATED,

PROVIDE CONTROL JOINTS AS FOLLOWS:

• THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL OF CONTROL JOINT

LOCATIONS PRIOR TO INSTALLATION OF FRAMING.

• PROVIDE CONTROL JOINTS AT 30' MAXIMUM OC. PROVIDE CONTROL JOINTS WHERE

WALLBOARD ABUTS DISSIMILAR MATERIALS. CONTROL JOINTS AT DISSIMILAR MATERIALS

SHALL HAVE L-BEAD/EDGE TRIM AND SEALANT AS SPECIFIED.

• WHERE CONTROL JOINTS ARE REQUIRED IN A SURFACE THEY SHALL BE CONFIGURED TO

COORDINATE WITH THE BUILDING GEOMETRY/LAYOUT. PROVIDE ADDITIONAL CONTROL

JOINTS AT EACH END OF OPENINGS OVER 8' IN ANY DIMENSION.

• PROVIDE CONTROL JOINTS AT THE EDGE OF HORIZONTAL WALLBOARD WHERE IT ABUTS

VERTICAL WALLBOARD SURFACES BELOW.

• PROVIDE CONTROL JOINTS IN WALLBOARD WHERE CONTROL JOINTS ARE REQUIRED IN

FINISHES OR WHERE CONTROL JOINTS OCCUR IN SUBSTRATES.

• PROVIDE CONTROL JOINTS IN ACCORDANCE WITH THE REQUIREMENTS ABOVE AT

HORIZONTAL WALL BOARD CEILINGS/SOFFITS.

• PROVIDE CUSTOM FORMED RADIUS CONTROL JOINT TRIM AT RADIUS WORK. TRIM SHALL BE

EXTRUDED ALUMINUM.

f. NOTE: GYPSUM PLASTER BASE, MOISTURE RESISTANT, SHALL BE SUBSTITUTED FOR

FACE/OUTER LAYER OF WALLBOARD IN ACCORDANCE REQUIREMENTS HEREIN AND FINISH

SYSTEM(S) REQUIRED. SEE FINISH INFORMATION (PLANS/SCHEDULE) FOR ADDITIONAL

REQUIREMENTS.

g. PROVIDE WALLBOARD AT INTERIOR FACE OF ALL EXTERIOR WALL FRAMING EXPOSED TO

VIEW OR WHERE REQUIRED FOR ACOUSTICAL OR FIRE RESISTIVE REQUIREMENTS.

WALLBOARD SHALL CONFORM TO THE REQUIREMENTS HEREIN.

h. PROVIDE METAL TRIM SCREWED TO FRAMING AT ALL EXPOSED GYPSUM WALLBOARD

EDGES OR CORNERS EXCEPT WHERE CEMENTITIOUS BACKERBOARD OR CORNER GUARD IS

REQUIRED. WHERE RADIUS TRIM IS REQUIRED PROVIDE CUSTOM FORMED EXTRUDED

ALUMINUM TRIM. WHERE CEMENTITIOUS BACKBOARD IS REQUIRED PROVIDE PLASTIC TRIM.

NO PAPER OR COMBINATION PAPER/METAL OR PAPER / PLASTIC TRIM SHALL BE PERMITTED /

ACCEPTED.

i. PROVIDE LEVEL 1 FINISH AT SURFACES ABOVE CEILINGS, EXCEPT AT FIRE RESISTIVE RATED

PARTITIONS.

j. PROVIDE LEVEL 2 IN MECHANICAL AND ELECTRICAL TYPE ROOMS.

k. PROVIDE LEVEL 3 FINISH AT SURFACES OF FIRE RESISTANCE RATED PARTITIONS ABOVE

CEILINGS.

l. PROVIDE LEVEL 5 FINISH (PER Association of Wall and Ceiling Industries International-AWCI) AT ALL

EXPOSED GYPSUM WALLBOARD SURFACES TO RECEIVE DARK FINISH, AND AS SPECIFIED IN

THE CONTRACT DOCUMENTS. CONTRACTOR SHALL VERIFY LEVEL OF FINISH PRIOR TO

TAPING.

m. PROVIDE 4'x8'x3/4" FIRE-RESISTANT PLYWOOD BACK BOARDS BEHIND WALLBOARD TO LINE

ROOM IN TELECOM/DATA ROOMS, ELECTRICAL CLOSETS, IT ROOMS, AND IT SERVER ROOMS.

BACKBOARD SHALL BE MOUNTED VERTICALLY, 4" ABOVE FLOOR, TIGHT TO PARTITION FACE.

WHERE MOUNTED ON MASONRY PARTITION, PAINT FACE OF MASONRY WITH HIGH

PERFORMANCE INTERIOR COATING TO REDUCE MOISTURE TRANSMISSION. PAINT FACE AND

EDGES FLAT BLACK.

1. FOR ACOUSTICAL PERFORMANCE PARTITIONS, SEE ARCHITECTURAL FLOOR PLANS FOR

DEFINITION OF SCOPE OF ACOUSTICAL PERFORMANCE PARTITIONS. ALL ACOUSTICAL

PERFORMANCE PARTITIONS SHALL PROVIDE A STC RATING OF 50 AND SHALL CONFORM TO THE

FOLLOWING:

a. JOINTS IN WALLBOARD SHALL BE TAPED AND FINISHED AS REQUIRED, EVEN IN CONCEALED

LOCATIONS SUCH AS ABOVE SUSPENDED CEILINGS.

2. ELECTRICAL DEVICES BOXES FACING OPPOSITE SIDES OF THE PARTITION SHALL NOT BE

LOCATED BACK-TO-BACK OR BE LOCATED WITHIN THE SAME CAVITY BETWEEN STUDS.

3. PROVIDE ACOUSTICAL SEALANT AS FOLLOWS:

a. CONTINUOUSLY AROUND PENETRATIONS AT OUTER LAYER OF WALL BOARD AT EACH FACE.

b. CONTINUOUSLY BETWEEN CONCRETE FLOORS AND OUTER LAYER OF WALL BOARD AT EACH

FACE.

c. CONTINUOUSLY BETWEEN TOP OF OUTER LAYER OF WALLBOARD AND DECK ABOVE AT EACH

FACE.

d. CONTINUOUSLY UNDER BASE RUNNER TRACKS.

4. PROVIDE ACOUSTICAL INSULATION AS FOLLOWS:

a. BETWEEN STUDS FOR FULL DEPTH AND HEIGHT OF PARTITION.

b. AT TOP OF PARTITION TO FILL THE VOIDS AT METAL DECK INTERFACE. NOTE, IF PARTITION IS

ALSO A FIRE RESISTIVE RATED PARTITION FOLLOW NOTES HEREIN.

GENERAL ACOUSTICAL NOTES

GENERAL FOUNDATION NOTES

1. ULTIMATE STRENGTH DESIGN: CONCRETE (ASTM C94) F’c = 3,000 PSI, UNLESS NOTED

OTHERWISE.

2. DEFORMED REINFORCING STEEL SHALL BE ASTM A615 GRADE 60, AND WELDED WIRE MESH

SHALL BE ASTM A185, SUPPLIED IN FLAT SHEETS AND INSTALLED USING CHAIRS OR BOLSTERS.

3. MAXIMUM SLUMP SHALL BE 4 1/2 INCHES AND MINIMUM CEMENT CONTRACT SHALL BE 5 1/2 BAGS

PER CUBIC YARD. AIR ENTRAINMENT SHALL BE 4 TO 6 PERCENT, ADDITIVES CONTAINING

CHLORIDES ARE PROHIBITED.

4. UNLESS OTHERWISE DETAILED OR SPECIFIED, ALL REINFORCING SHALL HAVE GREATER OF A 40

DIAMETER LAP OR THAT REQUIRED BY ACI 318-89. PROVIDE CORNER BAR REINFORCING TO

MATCH SIZE AND SPACING OF WALL REINFORCING.

5. BEAR ALL FOOTINGS ON FIRM UNDISTURBED SOIL. DO NOT PLACE FOOTINGS IN WATER NOR ON

FROZEN GROUND.

6. PRIOR TO PLACING OF CONCRETE, ALL LOOSE MILL SCALE ALONG WITH ANY OTHER LOOSE OR

FOREIGN MATERIAL SHALL BE REMOVED FROM THE REINFORCING STEEL. ALL OTHER LOOSE OR

FOREIGN MATERIAL SHALL BE REMOVED FROM THE FORMS.

7. FORMS FOR FOOTINGS, WALLS, AND PIERS SHALL BE DESIGNED BY THE CONTRACTOR,

CONSTRUCTED STRAIGHT AND TRUE TO LINE AND BE ADEQUATELY BRACED TO SUPPORT

CONSTRUCTION LOADS.

8. CONCRETE IS TO BE PLACED CONTINUOUS BETWEEN CONSTRUCTION JOINTS WITHOUT COLD

JOINTS.

9. BEGIN CURING SLAB ON GRADE AS SOON AS FREE WATER HAS DISAPPEARED FROM EXPOSED

SURFACE. KEEP CONTINUOUSLY MOIST FOR FIVE (5) DAYS, OR APPLY CURING COMPOUND PER

MANUFACTURER'S INSTRUCTIONS. CUT CONTROL JOINTS AS SOON AS POSSIBLE IN EACH

DIRECTION AS REQUIRED TO REDUCE CRACKING.

10. TOLERANCES FOR FORMWORK, PLACING CONCRETE, CURING AND FINISHING SHALL BE IN

ACCORDANCE WITH CURRENT ACI RECOMMENDATIONS.

11. PROVISIONS SHALL BE MADE FOR THE WORK OF OTHER TRADES SUCH AS CAST IN PLACE

SLEEVES FOR ELECTRICAL, PLUMBING, MECHANICAL, ETC.

12. ALL FOUNDATIONS SHALL BE A MINIMUM OF 48" BELOW ADJACENT GRADES TO THE BOTTOM OF

THE FOOTING, THE SOIL HAS AN ASSUMED SOIL BEARING PRESSURE VALUE OF 2,500 PSF.

13. CONTRACTOR SHALL VERIFY SOIL BEARING PRESSURE PRIOR TO CONSTRUCTION.

14. FOUNDATION WALLS ARE TO BE COATED WITH ASPHALTIC BASED DAMPPROOFING, MAINTAIN

DAMPPROOFING BETWEEN 8" - 12" BELOW GRADE.

15. ALL CONTROL AND CONSTRUCTION JOINTS, AND CONCRETE SLAB PERIMETER JOINTS SHALL

BE CAULKED.

Additional Code ProvisionsLife Safety Plan Legend

EDUCATIONAL SURFACE MOUNT FIRE

EXTINGUISHER

SEMI-RECESSED FIRE

EXTINGUISHER CABINET

PATH OF TRAVEL

ACCESSIBLE FEATURE

TRAVEL DISTANCE START

POINT

FE

FE

1 HOUR RATED WALL

MISCELLANEOUS

STORAGE / MECHANICAL AREAS (300 SF)

1. MARKING AND INDENTIFICATION: FIRE-RESISTANCE RATED WALLS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH

SIGNS OR STENCILING. MARKING SHALL COMPLY WITH THE FOLLOWING:

1.1. SHALL BE LOCATED IN ALL ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACES.

1.2. BE REPEATED AT INTERVALS NOT EXCEEDING 30 FEET MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION

1.3. INCLUDE LETTERING NOT LESS THAN 0.5 INCH IN HEIGHT, INCORPORATING THE SUGGESTED WORDING: "FIRE BARRIER - PROTECT

ALL OPENING"

2. THROUGH-PENETRATION FIRESTOP SYSTEM REQUIREMENTS: THROUGH-PENETRATIONS OF

FIRE-RESISTANCE RATED WALL ASSEMBLIES SHALL BE PROTECTED BY AN APPROVED

THROUGH-PENETRATION FIRESTOP SYSTEM, WITH AN F RATING OF NOT LESS THAN 1-HOUR,

INSTALLED AND TESTED IN ACCORDANCE WITH ASTM E 814-2006 or UL 1476-2003, WITH A

MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH OF WATER.

3. THERMAL AND SOUND INSULATING MATERIALS: ALL INSULATING MATERIALS SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE

THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84-2007 or UL

723-2003.

4. FIRE EXTINGUISHERS SHALL BE MOUNTED 42" MAXIMUM A.F.F. SEE LIFE SAFETY PLAN FOR EXTEINGUISHER LOCATIONS

5. REFERENCE LIFE SAFETY PLAN FOR KNOX BOX LOCATION

6. COMBUSTIBLE MATERIAL SHALL BE PERMITTED IN BUILDINGS OF TYPE I OR TYPE II CONSTRUCTION PER 2020 NYSBC 603.1:

• MILLWORK SUCH AS DOOR,S DOOR FRAMES, WINDOW SASHES AND FRAMES

• INTERIOR WALL AND CEILING FINISHES INSTALLED PER IBC SECTIONS 801 & 803

• TRIM INSTALLED IN ACCORDANCE WITH IBC 802

• BLOCKING SUCH AS HANDRAILS, MILLWORK AND CABINETS

• SPRAYED FIRE RESISTIVE MATERIALS

7. PLYWOOD SUBSTRATES SHALL BE FIRE TREATED.

UNOCCUPIED AREA

ADA GENDER NEUTRAL TOILET ROOM

GENDER NEUTRAL TOILET ROOM

CORRIDOR

VEST.

LOBBY

FACULTY OFFICE

FACULTY OFFICE

MECHATRONICS LAB

STAIR

CORRIDOR

ELEVATOR

STORAGE

CORRIDOR

N.I.C.

FE

FE

FE

ENTRANCE

EXIST.

FE

AED

KNOX

BOX

EXIT 1:

ALLOWABLE: 250' - 0"

PROVIDED: 63' - 0"

EXIT 2:

ALLOWABLE: 250' - 0"

PROVIDED: 58' - 0"

FACULTY OFFICE

EXIT 3:

ALLOWABLE: 250' - 0"

PROVIDED: 49' - 2"

EXIT 4:

ALLOWABLE: 250' - 0"

PROVIDED: 104' - 0"

EXIT 5:

ALLOWABLE: 250' - 0"

PROVIDED: 91' - 10"

DN

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Job No:

Scale:

Date:

Sheet Title:

Drawn By:

Project:

Stamp:

As Noted www.C2-DesignGroup.com

24 Airport Road Schenectady, ny 12302

Sheet Number:

518.320.8250

Design Group

11/5/2024 7:00:29 PM

78 Washington Ave Schenectady, NY 12305

Bid Set | RFB 2024-65

C2 Architecture

11/05/2024

Interior Renovation to:

Owner:

SUNY Schenectady 78 Washnigton Ave Schenectady, NY 12305

Architect:

C2 Architecture 24 Airport Road Schenectady, NY 12302

MEP Engineer:

Engineered Solutions 646 Plank Rd Clifton Park, NY 12065

Life Safety Plan

SUNY SCCC CST Building Lobby and Bathroom

Renovations

G200TRUE

NORTH

PROJECT

NORTH

SCALE:G200 1/8" = 1'-0"

1 Second Floor (Ground) Life Safety Plan

42" MIN. X<48" 42" MIN.

" M

IN

180 DEGREE TURN

36" MIN. X<48" 36" MIN.

" M

IN

180 DEGREE TURN EXCEPTION T-SHAPED SPACE FOR 180° TURNS

" M

IN

.60 " M

IN

12" MIN. 36" MIN. 12" MIN.

" M

IN

SPACE NEEDED FOR U-TURN

" M

IN

" M

IN

42 7/8" 6"

DIMENSIONS OF ADULT SIZED WHEELCHAIR

48"

CLEAR FLOOR SPACEWHEELCHAIR TURNING SPACE

32" MIN.

36" MIN.

MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR

32" MIN.

" M

AX

MAXIMUM DOORWAY DEPTHSPACE ALLOWANCES AND REACH RANGE

TO

2"

DOOR

FLOOR

U-SHAPED

HANDLE

1/2" MAX.

HANDICAP DOOR HARDWARE

WALL MOUNTED SIGNAGE TO BE LOCATED ON

LATCH SIDE OF DOOR, CLEAR OF

DOOR-SWING. MOUNT AT 60" TO

CENTERLINE OF SIGN SIGN FROM FLOOR.

CORRESPONDING

GRADE II BRAIL

HEIGHT OF LETTERING

5/8" MIN. TO 2" MAX

UPPERCASE CHARACTERS

LETTERING RAISED 1/32"

NOTE:

G.C. TO PROVIDE ALL ADA AND/OR RESTROOM

SIGNAGE, AND ANY STOREFRONT ADDRESS

NUMBERS AS REQUIRED BY LANDLORD AND

AUTHORITIES HAVING JURISDICTION. TYP.

HANDICAP SIGNAGE MOUNTING

" M

IN

CLEAR FLOOR

SPACE

48" MIN.

MAX.

17"

19" MAX.

LAVATORY CLEAR FLOOR SPACE

ACCESSIBILITY DETAILS

CLEAR FLOOR SPACE

CLEAR FLOOR SPACE

M

IN

HO

LD

CLEAR SPACE FOR FIXTURES

56" MIN.

HO

LD

"-1

8"

" M

IN

" M

IN

4" MAX.

4" M

AX

NOTE:

59" DEPTH REQUIRED FOR FLOOR

MOUNTED TOILETS PER ICC/ANSI

A117.1-2009 FIGURE 604.8.2 (b)

WALL MOUNTED WATER CLOSET

42" MIN. CLEAR

OBSTRUCTIONS

48"

" M

AX

" M

AX

" M

IN

NOTE:

* IF BOTH CLOSER AND LATCH ARE PROVIDED

** 48" MINIMUM IF BOTH CLOSER AND LATCH PROVIDED

SIDE APPROACH - SWINGING DOOR

" M

IN

24" MIN.

NOTE:

*48" MINIMUM IF CLOSER IS PROVIDED

LEFT SIDE APPROACH - SWINGING DOOR

PUSH SIDE

NOTE:

*54" MINIMUM IF CLOSER IS PROVIDED

LATCH SIDE APPROACH - SWINGING DOOR

PULL SIDE

24" MIN.

" M

IN

24" PREFERED

18" MIN.

PULL SIDE

FRONT APPROACH - SWINGING DOOR

" M

IN

MIN.

12" *

NOTE:

* IF DOOR HAS A CLOSER AND A LATCH

PUSH SIDE

FRONT APPROACH - SWINGING DOOR

Y

X

NOTE:

X = 36" MIN. IF Y = 60"

X = 42" MIN. IF Y = 54"

PULL SIDE

HINGE SIDE APPROACH - SWINGING DOOR

" M

IN

MIN.

12" *

MIN.

22"

404.2.6 Door Hardware. Handles, pulls, latches locks and other operable parts shall have a shape that is easy to grasp with one hand and does not require tight grasping, pinching or twisting of the wrist to operate. Operable parts of such hardwall shall be 34” Minimum and 48” maximum above the floor. Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides.

Exception: Locks used only for security purposes and not used for normal operation shall not be required to comply with Section 404.2.6

404.2.7 Closing Speed. Door closers shall be adjusted so that from an open position of 90 degrees, the time required to move the door to an open position of 12 degrees shall be 5 seconds minimum.

404.2.8 Door-Opening Force.. Fire doors shall have the minimum opening force allowable by the appropriated administrative authority. The force for pushing or pulling open doors other than fire doors shall be as follows:

1) Interior hinged door: 5.0 pounds (22.2N) Maximum

2) Sliding or Folding door: 5.0 pounds (22.2N) Maximum

These forces do not apply to the force required to retract latch bolts or disengage other devices that hold the door in a closed position.

SEE 404, ANSI A117.1, 404.2.6 THRU 404.2.8

9"

2'

3"

6"

2'

2' - 10" 1' - 0"

ADA TUB UNIT - SIDE

PAPER

TOWEL &

TRASH

DRINKING

FOUNTAIN

T.

O.

SP

OU

T

3"

R

AN

GE

T.

O.

SP

OU

T

3'

0" M

AX

" M

AX

3'

8"

ACCESSORIES

3'

6"

16" MIN.

PER ELEVATION

" M

IN

PE

R

EL

EV

AT

IO

N 3'

4"

2'

2'

LAVATORY

1'

0" 4'

2' - 0"

HA

ND

IC

AP

1'

5" ST

AN

DA

RD

2'

0"

1 1 1

URINAL

HA

ND

IC

AP

1'

5"

1'

0" 4'

1'

3"

6" 3' - 0"

CO

AT

H

OO

K

- I

NS

ID

E

PA

RT

IT

IO

N

5'

0"

6 7

11 11 11

HANDICAP TOILET STANDARD TOILET

1' - 0" 3' - 6"

M

IN

MAX.

24"

2'

6" 1'

6"3' - 3"

HANDICAP TOILET

6 7

ADA TUB UNIT - FRONT

2'

6"

2'

1'

6"

4"

12" 12"

M

IN

" M

IN

36" MIN. 36" MIN.

" M

IN

BACK WALL

CONTROL WALL

SEAT WALL

STALL AND GRAB BARS

NOTE:

G.C. TO PROVIDE SOLID BLOCKING FOR

ALL WALL MOUNTED ACCESSORIES AND

FIXTURES

42" MAX.

SEAT MOUNTED AT 17"

MIN. / 19" MAX.

" M

IN

MIN.

14"-15" 1 1/4"3" MAX.

1/

4"15 "-1

6"

FOLDING SEAT

COMPLIES WITH ANSI

A117.1 SECTION 610

" M

AX

15" MAX. 15" MAX.

CONTROL

WALL

CONTROLS, HANDSHOWER, GRAB BAR LOCATIONS

6"

3" -6

" M

IN

4"

32" MIN.

" M

IN

CONTROLS AND

HAND SHOWER

LOCATIONS

1 1/4" - 1 1/2" 1 1/2"

GRAB BAR DETAIL

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Job No:

Scale:

Date:

Sheet Title:

Drawn By:

Project:

Stamp:

As Noted www.C2-DesignGroup.com

24 Airport Road Schenectady, ny 12302

Sheet Number:

518.320.8250

Design Group

11/5/2024 7:00:30 PM

78 Washington Ave Schenectady, NY 12305

Bid Set | RFB 2024-65

C2 Architecture

11/05/2024

Interior Renovation to:

Owner:

SUNY Schenectady 78 Washnigton Ave Schenectady, NY 12305

Architect:

C2 Architecture 24 Airport Road Schenectady, NY 12302

MEP Engineer:

Engineered Solutions 646 Plank Rd Clifton Park, NY 12065

Accessibility Details

SUNY SCCC CST Building Lobby and Bathroom

Renovations

G201

TOILET PARTITIONS

GRAB BARS

GLASS MIRROR (SECURED TO WALL)

HAND DRYER

PAPER TOWEL DISPENSER

TOILET PAPER HOLDER/DISPENSER

SANITARY NAPKIN DISPOSAL (WOMENS ONLY)

WALL MOUNTED SOAP DISPENSER

HAND SHOWER

DRINKING FOUNTAIN

TOILET

WALL MOUNTED URINAL

WALL MOUNTED SINK

Toilet Accessories Legend

14 FOLDING SEAT (WHERE APPLICABLE)

1. WHEN STUD FRAMING IS STOPPED, BRACE WALLS AS REQUIRED.

2. TOP TRACKS OF ALL FLOOR TO STRUCTURE WALLS TO BE SLOTTED

FOR DEFLECTION.

3. PROVIDE MOSITURE RESISTANT GWB AT ALL WET LOCATIONS.

4. PROVIDE HORIZONTAL METAL STUD BRACING AT 48" O.C.

VERTICAL AT ALL WALLS.

5. IN WALLS WITH GWB FINISH OVERR 30' IN LENGTH, PROVIDE

CONTROL JOINTS IN WALL. COORDINATE FRAMING AS REQUIRED.

REVIEW CONTROL JOINT LOCATIONS WITH ARCHITECT.

6. PROVIDE ADDITIONAL LAYER OR LAYERS OF GWB AS REQUIRED

FOR PARTITIONS WHERE ADJACENT LAYERS NEED TO BE ALIGNED

OR FLUSH.

7. IF MULTIPLE LAYERS OF GWB ARE TO BE APPLIED, STAGGER JOINTS

AT LEAST 16" RELATIVE TO ONE ANOTHER.

8. STUD GAUGE SHALL BE DETERMINED BY ALLOWABLE SPANS OF

MEMBERS. NO WALL SHALL BE LESS THAN 20 GAUGE (UNLESS

NOTED OTHERWISE).

0A PARTITION TYPE: 0A 0 HR

N/AUL DESIGN NO.STC RATING

0B PARTITION TYPE: 0B 0 HR

N/AUL DESIGN NO.STC RATING

OC PARTITION TYPE: 0C 0 HR

N/AUL DESIGN NO.STC RATING

0D PARTITION TYPE: 0D 0 HR

N/AUL DESIGN NO.STC RATING

0F PARTITION TYPE: 0F 0 HR

N/AUL DESIGN NO.STC RATING

GENERAL PARTITION TYPE NOTES

NOTES:

1. REFERENCE CEILING PLANS FOR CEILING TYPE AND HEIGHT

2. WHERE NO CEILING EXISTS, EXTEND GWB TO UNDERSIDE OF DECK

NOTES:

1. REFERENCE CEILING PLANS FOR CEILING TYPE AND HEIGHT

2. WHERE NO CEILING EXISTS, EXTEND GWB TO UNDERSIDE OF DECK

0E PARTITION TYPE: 0E 0 HR

N/AUL DESIGN NO.STC RATING TBDTBDTBDTBDTBDTBD

STRUCTURE ABOVE

EXISTING STRUCTURE

(1) LAYER 5/8" GWB

7/8" METAL HAT CHANNEL AT

16" O.C. SECURED TO EXISTING

MASONRY WALL

STRUCTURE ABOVE

EXISTING CMU WALL

(1) LAYER 5/8" GWB

LAMINATED TO

EXISTING CMU WALL

STRUCTURE ABOVE

EXISTING CMU WALL

CEILING FINISH, REFERENCE

CEILING PLAN FOR CEILING

TYPE AND HEIGHT.

1 5/8" METAL STUD FRAMING

AT 16" O.C. (20GA).

(1) LAYER 5/8" GWB. EXTEND

GWB TO UNDERSIDE OF DECK.

STRUCTURE ABOVE

4 7/8"

3 5/8" METAL STUD FRAMING AT

16" O.C. (20GA).

(1) LAYER 5/8" GWB EACH

SIDE. EXTEND GWB TO

UNDERSIDE OF DECK.

METAL CHANNEL RUNNER AT TOP

AND BOTTOM. - SECURE TO DECK

TOP AND BOTTOM.

STRUCTURE ABOVE

EXISTING STRUCTURE

CEILING FINISH, REFERENCE

CEILING PLAN FOR CEILING

TYPE AND HEIGHT.

3 5/8" METAL STUD FRAMING

AT 16" O.C. (20GA).

(1) LAYER 5/8" GWB. EXTEND

GWB TO UNDERSIDE OF DECK.

STRUCTURE ABOVE

4 7/8"

3 5/8" METAL STUD FRAMING

AT 16" O.C. (20GA).

METAL CHANNEL RUNNER AT TOP

AND BOTTOM. - SECURE TO DECK

TOP AND BOTTOM.

(1) LAYER 5/8" BACKER BOARD,

PARTIAL HEIGHT.

WALL TILE, PARTIAL HEIGHT

0A PARTITION TYPE: 0G 0 HR

N/AUL DESIGN NO.STC RATING

0B PARTITION TYPE: 0H 0 HR

N/AUL DESIGN NO.STC RATING

OC PARTITION TYPE: 0I 0 HR

N/AUL DESIGN NO.STC RATING

0D PARTITION TYPE: 0J…