Design.pdf

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Attached to
LaRue IRA - Bathroom Complete Gut & Renovation
Solicitation number
C5EC71DD-8651-4F39-85D2-637F0074ABBF
Issued by
Steuben County, New York

About this file

The provided document is a government contract file for a bathroom renovation project at the LaRue IRA located at 105 Charles Street in Wayland, New York. The Finger Lakes DDSO is soliciting bids for a complete gut and renovation of the existing bathroom at this location. The project involves the demolition of the existing bathroom and the installation of new fixtures, flooring, and finishes to meet ADA compliance requirements. There is a mandatory site visit scheduled for February 22, 2024 at 11:00 AM, and bids will not be accepted from vendors who do not attend this visit. The contract term is 30 days after the completion of the project.

This is a New York State public works project, so prevailing wages must be paid. The contract opportunity is not a Service-Disabled Veteran-Owned Set Aside. Pricing terms, funding sources, and incumbent information were not provided in the document.

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Text version

BUILDING DATADRAWING INDEX

CONSTRUCTION TYPE: TYPE 5B

OCCUPANCY CLASSIFICATION: RESIDENTIAL GROUP R-3

NUMBER OF STORIES: ONE

PROJECT WORK AREA: 87 +/- SF

SPRINKLER SYSTEM: EXISTING

CODE COMPLIANCE: NYS 2020 RESIDENTIAL CODE

NFPA 101 LIFE SAFETY CODE

CHAPTER 33 - EXISTING

BOARD & CARE OCCUPANCIES

ARCHITECTURAL

COVER SHEET CS-101

TYPICAL DETAILS & PARTITION TYPES A-001

FLOOR PLANS A-101

INTERIOR ELEVATIONS & DETAILS A-601

SPECIFICATIONS SP-101

BATHROOM REMODEL PROJECT

LARUE IRA

105 CHARLES STREET, WAYLAND, NY 14572

NYS OFFICE FOR PEOPLE WITH DISABILITIES

311 MAIN STREET, DANSVILLE, NY 14437

4245 UNION ROAD, SUITE 210

BUFFALO, NEW YORK 14225

P:716.923.0133 F:716.923.0136

SITE LOCATION MAP PROJECT LOCATION

ACTIVITY

ROOM

SOUTHVIEW

IRA

BEDROOM

BATHROOM

BATHROOM

BEDROOM

LIVING

ROOM

BEDROOM

BEDROOM

DINING

ROOM

DINING

ROOM

BEDROOM BEDROOM

ACTIVITY

ROOM

LIVING

ROOM

MED

ROOM

BEDROOM BATH

ROOM

BEDROOM

LOCATION OF NEW WORK -

RENOVATION OF EXISTING

BATHROOM

BATH

ROOM

DRAWING No.

PROJECT No: 23-032

DATE: 12-08-23

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CAPITAL SERVICES

ACCEPTED FOR CONSTRUCTION

By: stroudjj 12/29/2023Date:

5' -0

" M

IN

1'-6"

MIN

X

4' -0

" M

IN

3'-0"

MIN

5' -0

M

IN

4' -6

" M

IN

3'-6" MIN

3' -6

1'-10"

MIN

X

4' -0

" M

IN

2'-0"

MIN

2'-0"

MIN

3' -6

M

IN

(a) FRONT APPROACH, PULL SIDE

(b) FRONT APPROACH, PUSH SIDE

"X" =12" IF BOTH

CLOSER AND LATCH

ARE PROVIDED

(c) HINGE APPROACH, PULL SIDE

(d) HINGE APPROACH, PULL SIDE

(e) HINGE APPROACH, PUSH SIDE

(f) LATCH APPROACH, PULL SIDE

(e) LATCH APPROACH, PUSH SIDE

*** 48" MIN IF

CLOSER IS

PROVIDED

SCALE :

CLEARANCES AT MANUAL SWINGING DOORS

1/4" = 1'-0"

"X" =12" IF BOTH

CLOSER AND LATCH

ARE PROVIDED

** 48" IF BOTH

CLOSER AND LATCH

ARE PROVIDED

C

A/C AIR CONDITIONING

ABV ABOVE

ACT ACOUSTICAL CEILING TILE

AD ACCESS DOOR

ADJ ADJACENT

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALUM ALUMINUM

ALT ALTERNATE

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECT

B WALL BASE

BC BOTTOM OF CURB

BD/BRD BOARD

BLDG BUILDING

BL WINDOW BLINDS

BLK BLOCK

BLKG BLOCKING

BITUM BITUMINOUS

BM BEAM

BOT BOTTOM

BRG BEARING

BRK BRICK

BSMT BASEMENT

BTWN BETWEEN

BW BOTH WAYS

℄ CENTER LINE

CB CATCH BASIN

CF CUBIC FOOT

CG CORNER GUARD

CJ CONTROL JOINT

CLG CEILING

CLOS CLOSET

CLR CLEAR

CMP CORRIGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CR CHAIR RAIL

CRS COURSES

CT CERAMIC TILE

CY CUBIC YARD

DBL DOUBLE

DEPT DEPARTMENT

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIAG DIAGIONAL

DIM DIMENSION

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DI DROP INLET

DN DOWN

DR DOOR

DS DOWN SPOUT

DW DISH WASHER

DWG DRAWING

EA EACH

EF EXHAUST FAN / EACH FACE

EIFS EXTERIOR INSUL & FINISH SYSTEM

EJ EXPANSION JOINT

ELEC ELECTRIC (AL)

ELEV ELEVATOR

EL ELEVATION

ENCL ENCLOSURE

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FAI FRESH AIR INTAKE

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER & CABINET

FIN FINISH

FL FLOOR

FT FLOOR TILE

FTG FOOTING

FURR FURRING

G GAS

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GL GLASS

GWB GYPSUM WALL BOARD

GYP GYPSUM

HB HOSE BIB

H/C HANDICAPPED

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

HR HOUR

HT HEIGHT

HTG HEATING

HVAC HEATING, VENTILATING &

AIR CONDITIONING

HYD HYDRANT

ID INSIDE DIAMETER

INCL INCLUDED

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JST JOIST

JT JOINT

KIT KITCHEN

LAB LABORATORY

LAM LAMINATED

LAV LAVITORY

LB POUND

LF LINEAL FOOT

LIN LINEAR

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LP LOW POINT

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MFGR MANUFACTURER

MH MAN HOLE

MIN MINIMUM

MISC MISCELLANOUS

MO MASONRY OPENING

MTL METAL

MUL MULLION

N NORTH

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE

OV HD OVER HEAD

PERF PERFORATED

PL PLATE / PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

P/P POWER PANEL

PR PAIR

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED /

PORCELAIN TILE

PTD PAINT

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

QT QUARRY TILE

QTY QUANTITY

R RADIUS / THERMAL RESISTANCE

/ RISER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDL ROOF DRAIN LEADER

REF REFERENCE

REFR REFRIGERATOR

REINF REINFORCING

REQD REQUIRED

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RTU ROOF TOP UNIT

RUB RUBBER

RWC RAIN WATER CONDUCTOR

RWL RAIN WATER LEADER

SAN SANITARY

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT

SGFT STRUCTURAL GLAZED FACING TILE

SHR SHOWER

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATIONS

SS STAINLESS STEEL

ST STORM DRAIN TILE

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SW SWITCH

SYST SYSTEM

T TREAD

T & B TOP AND BOTTOM

TC TOP OF CURB

T & G TOUNGE & GROUVE

TEMP TEMPORARY

TH THRESHOLD

THK THICKNESS

TOM TOP OF MASONRY

TOS TOP OF STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UR URINAL

VCT VINYL COMPOSITE TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VL VISION LITE

VT VINYL TILE

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W/ WITH

W/O WITH OUT

WC WALL COVERING

WD WOOD

WDO WINDOW

WT WALL TILE

WWF WELDED WIRE FABRIC

LAV.

30"

'' M

IN

'' M

AX

'' M

IN

SCALE :

TYP ADA TOILET RM. CLEARANCES

1/4" = 1'-0"

M

IN

42"

6"

12"

MIN.

12''

18'' 42''

24''

60''

MIN.

1' -0

CLEAR

FLOOR

SPACE

M

IN

M

IN

M

IN

M

AX

MIN.

C

LE

AR

FL

O O

R

SP

AC

E

M

IN

9'

' 40 '' M

AX

8''

6''

17''

MIN.

MIN.

11''

MAX.

MIRROR

1 12" Ø STAINLESS

STEEL GRAB BAR

3'-4"

1' -6

3'

-4

1 12" Ø STAINLESS

STEEL GRAB BAR

MIN.

B

ROOM NUMBER

IDENTIFICATION

LETTER

PARTIAL SECTIONS OR DETAILS

IDENTIFICATION

DOOR / WINDOW NUMBER

BUILDING SECTION

X

ELEVATION TARGET

AREA TO BE DETAILEDIDENTIFICATION

PLAN DETAIL

NORTH ARROW

SHEET DETAILED ON

OR LETTER

DRAWING NUMBER

SECTION NUMBER

2PARTITION TYPES

BUILDING SECTION

SHEET DETAILED ON

SHEET DETAILED ON

X X-X

X X-X

X X-X

X X-X

SHEET DETAILED ON

SECTION NUMBER

IDENTIFICATION

WALL SECTION

DRAWING NUMBER

OR LETTER

0'-0"

SURFACE

X X-X

IDENTIFICATION

ELEVATION

PARTICULAR ELEVATION OR LETTER

SHEET DETAILED ON

ELEVATION NUMBER

DRAWING TITLE

IDENTIFICATION

DETAIL/NAME

SCALE XX

ROOM NAME

XXX

X X-X

3624MILLWORK TYPE

106-1

KEY NOTE X

MARKER BOARD

TACK BOARD

INTERACTIVE WHITE BOARDMB

TB

WB

XXXX

REVISION NUMBER

M

AX

M

IN

'' 40

M

AX

MIRRORLAVATORY

WATER

CLOSET

M

AX

7"-9"

TOILET

TISSUE DISP

6"

GRAB BARS

SCALE :

TYP ADA MOUNTING HEIGHTS

1/4" = 1'-0" A

PAPER

TOWEL

DISPENSER

(P.T.D.)

SCALE :

TYP. GRAB BAR DETAIL

3" = 1'-0'' E

2x WOOD BLOCKING, CONT. BETWEEN

STUDS (TYP)

ANCHOR BACKER

PLATE TO WOOD

BLOCKING (TYP)

1 1/2" Dia. STAINLESS

STEEL GRAB BAR

MOUNTED PER ADA

STANDARDS

(TYP Ea. END)

BACKER PLATE

(WELD TO HANDRAIL)

ALUM. COVER

60''

MIN.

M

IN

M

IN

.CLEAR

FLOOR

SPACE

1 12" Ø STAINLESS

STEEL GRAB BAR

6"MAX.

6" M

AX

SCALE :

TYP ADA SHOWER RM. CLEARANCES

N.T.S.

BACK

SIDE SIDE

-3

6"

SHOWER CONTROLS

AND SHOWER SPRAY

UNIT (MUST BE ABOVE

GRAB BAR) LOCATED

38" - 48" A.F.F.

D

ADA COMPLIANT

FLIP DOWN

SEAT

15-16"

2"

M

AX

2" MAX.

3" M

AX

-1

9"

2" H. MAX. THRESHOLD

(BEVELED)

1/2" MAX. VERTICAL

(3

4" MAX. FOR EXIST. /

ALTERED THRESHOLDS)

1/4" MAX.

VERTICAL

VERTICAL EDGE MUST BE

LOCATED BELOW BEVEL

SCALE :

TYP. ADA THRESHOLDS

3" = 1'-0'' F

TYPICAL DETAILS &

PARTITION TYPES

A-001

ZAXIS ARCHITECTURAL P.C.

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE THE

PROPERTY OF ZAXIS ARCHITECTURAL P.C.

UNAUTHORIZED REPRODUCTION, ALTERATION OR ADDITION TO ANY DRAWING,

DESIGN, SPECIFICATION, PLAN OR REPORT IN WHOLE OR IN PART WITHOUT THE

EXPRESS WRITTEN AUTHORIZATION OF ZAXIS ARCHITECTURAL P.C. IS PROHIBITED BY

SECTION 7209, PROVISION 2 OF THE NEW YORK STATE EDUCATION LAW.

4245 UNION ROAD, SUITE 210

BUFFALO, NEW YORK 14225

P: 716.923.0133 F: 716.923.0136

No. REVISIONS DATE

DRAWING TITLE:

DATE: 12-08-23

SCALE: AS SHOWN

DRAWN BY: SER

CHECKED BY:

PROJECT No: 23-032

DRAWING No.

architectural, p.c.

architecture planning consulting

NYS OFFICE FOR PEOPLE

WITH DISABILITIES

311 MAIN STREET,

DANSVILLE, NY, 14437

ISSUED FOR 100% REVIEW 12-08-2023

BATHROOM REMODEL

PROJECT

LOCATED AT:

105 CHARLES STREET

WAYLAND, NY 14572

1 ISSUED FOR PERMIT AND BID 12-27-2023

7' -4

6'

-0 1 2"

'-1

2"

1'-8"

5'-0"

7'-6"

D1 D2

D5

D4 D6

D11

D8

D3

D7

DEMOLITION PLAN

1/2" = 1'-0''

DIMENSIONS ARE FROM

FINISH TO FINISH &

SHOWN FOR GENERAL

REFERENCE, VERIFY ALL

DIMENSIONS IN FIELD

D13

D14

EXIST.

TLT. ROOM

D12

D9

D10

D11

KEYED DEMOLITION NOTES

EXISTING SUBFLOOR TO BE REMOVED

THROUGHOUT THE ENTIRE EXISTING TOILET ROOM.

REMOVE EXISTING GWB CEILING ENTIRELY DOWN

TO EXISTING WOOD STUD FRAMING.

EXISTING LIGHT FIXTURE TO BE REMOVED AND

DISCARDED.

EXISTING SPRINKLER HEAD TO REMAIN.

EXISTING FIRM ALARM / STROBE TO REMAIN.

REMOVE & DISCARD EXISTING CEILING DIFFUSER

GRILLE

DISCONNECT AND REMOVE EXISTING SWITCHES.

EXISTING DOOR & METAL FRAME TO REMAIN.

PROVIDE DOOR REFINISHING AND PAINT FRAME

REMOVE EXISTING GFI RECEPTACLE AND COVER

PLATE. SALVAGE AND SET ASIDE FOR FUTURE USE.

EXISTING HEAT LAMP TO BE REMOVED

EXISTING EXHAUST FAN TO BE REMOVED

EXISTING GYPSUM BOARD AND WALL TILE TO BE

REMOVED

EXISTING TOILET DRAIN. REWORK PIPING AS

REQUIRED TO ACCOMMODATE NEW WORK

EXISTING SHOWER DRAIN. REWORK TO ACCEPT

NEW SPECIFIED DRAIN ASSEMBLY

D2

D3

D4

D5

D6

D7

D8

D9

D10

D11

D1

D12

D13

D14

REFLECTED CEILING (8'-0"AFF)

1/2" = 1'-0''

EQ

EQ

CENTER

IN SHOWER

C

A

A

B

EQ. EQ.

EQ

EQ

CENTER

C

EN

TE

R

14 15

ABC

KEYED CONSTRUCTION NOTES

PROVIDE WALL MOUNTED SINK MODEL K-2028-8 AS

MANUFACTURED BY KOHLER OR ACCESSIBLE ARCHITECT

APPROVED EQUIVALENT. PROVIDE ADA SHROUD.

PROVIDE SOLID 2x WOOD BLOCKING FOR CARRIER.

PROVIDE FLOOR MOUNTED WATER CLOSET.

REPLACE CEILING MOUNTED DIFFUSER COVER AT 12"

EXIST CEILING DIFFUSER.

PROVIDE 3" CAST FLOOR DRAIN SIMILAR TO JAY R. SMITH

MODEL 2005Y WITH TRAP PRIMER CONNECTION & 1/4"

FLOOR DRAIN MAKE UP LINES. PROVIDE TRAP PRIMER

BASIS OF DESIGN WATTS SERIES TP300T PRIMER WITH A

TP300-DU DISTRIBUTION UNIT, INSTALLED PER MANUF.

INSTRUCTIONS. CONNECT TO EXISTING SANITARY PIPING.

18" X 36" MIRROR WITH STAINLESS STEEL CHANNEL

FRAME CENTERED ABOVE SINK.

PROVIDE 1-1/2" Ø STAINLESS STEEL GRAB BARS -

PROVIDE SOLID 2X WOOD BLOCKING. REFER TO A-001

FOR TYPICAL DETAILS, GRAB BAR SIZES AND SPECIFIC

LOCATIONS

PROVIDE 1/2" THICK MOISTURE RESISTANT BACKER

BOARD TO EXISTING WOOD STUD FRAMING (ALL WALLS).

PROVIDE 12" MOISTURE RESISTANT GYPSUM WALL BOARD

TO CEILING AT ALL SURFACES TO RECEIVE PAINT.

PAINT ALL WALLS AND CEILING - COLOR SHALL BE

SELECTED BY THE OWNER.

PROVIDE CLASSIC SMOOTH WHITE - 12" SWANSTONE OR

EQUIVALENT SOLID SURFACE WAINSCOTING 4'-0" HIGH -

PROVIDE J CHANNEL AT BASE OF WAINSCOTING AND TRIM

KIT, BATTEN STRIPS AND CORNER MOLDINGS IN SHOWER

AREA PANELS TO BE FULL HEIGHT.

INSTALL (2) LAYERS OF 34" MARINE GRADE PLYWOOD TO

EXISTING FLOOR JOISTS THROUGHOUT BATHROOM AREA

TO RECEIVE EPOXY FLOORING; AT THE SHOWER PAN

PROVIDE (1) LAYER OF 34" MARINE GRADE PLYWOOD,

REFER TO DETAIL D/A-601. CONTACT OWNER &

ARCHITECT WITH ANY DISCREPANCIES.

PROVIDE EPOXY FLOORING WITH INTEGRAL BASE, REFER

TO DETAIL B/A-601. BASIS OF DESIGN: DUR-A-QUARTZ

FLOOR SYSTEM. PROVIDE POSITIVE DRAINAGE TO FLOOR

DRAIN.

PROVIDE LIGHT & EXHAUST FAN SWITCHES & COVER

PLATES. COLOR TO MATCH EXISTING COVER PLATES

THROUGHOUT THE RESIDENCE. SINGLE POLE TOGGLE

SWITCH, 20 AMP RATING.

RECONNECT EXISTING GFI RECEPTACLE & NEW COVER

PLATE.

EXISTING DOOR TO REMAIN. PATCH/REPAIR & REPAINT /

STAIN EXISTING DOOR & PAINT FRAME

NOT USED

PROVIDE SINGLE HOLLYWOOD BEVELED MARBLE

THRESHOLD. COORDINATE WITH UNDERCUT OF EXISTING

DOOR. REFER TO THRESHOLD DETAIL "A" ON A-601.

PROVIDE SURFACE MOUNTED TOILET TISSUE DISPENSER.

MOUNT ALL ACCESSORIES TO ADA MOUNTING HEIGHTS

PER MANUF. SPECIFICATIONS AND SHEET A-001.

RE-WORK AND EXTEND EXISTING WIRING/ CONDUIT TO

ACCOMMODATE NEW BATHROOM LIGHTING. PROVIDE (2)

4" SURFACE-MOUNTED LED DOWNLIGHTS (WET LOCATION

LISTED). BASIS-OF-DESIGN SHALL BE:

HALO SLD405830WHJB.

PROVIDE 80CFM FAN/LIGHT COMBINATION UNIT & WIRE TO

RUN CONCURRENT WITH STANDARD LIGHT SWITCH.

PROVIDE OUTDOOR EXHAUST DISCHARGE PER M1501.1.

BASIS OF DESIGN BROAN NUTONE MODEL #HB80RL.

EXISTING SPRINKLER TO REMAIN.

EXISTING FIRE ALARM STROBE TO REMAIN.

DX

LEGEND:

NEW WALL

EXIST. WALL TO

REMAIN

EXIST. DOOR

AND FRAME TO

REMAIN.

DEMOLITION

KEYED NOTES

EXIST. WALL TO

BE REMOVED.

X KEYED NOTES

EXIST. DOOR

TO BE REMOVED.

NEW DOOR

AND FRAME

GENERAL PLUMBING/ ELECTRICAL NOTES

PLUMBING

1) ALL HOT AND COLD WATER PIPING TO BE PEX. A

COLOR CODE FOR NOT/COLD TO MATCH EXISTING.

2) ALL DRAIN AND VENT PIPING TO BE DWV

PVC.

3) VERIFY LOCATIONS AND NEW ROUGH-IN

REQUIREMENTS. MODIFY PIPING AS REQUIRED.

4) WHERE PLUMBING IS EXPOSED UNDER SINKS,

PROVIDE PIPE WRAP SYSTEM (TRUBRO OR

EQUAL).

ELECTRICAL

1) PROVIDE GFI PROTECTED CIRCUITS IN

BATHROOM. ANY EXISTING NON-GFI

RECEPTACLES SHALL BE REMOVED AND

REPLACED WITH GFI PROTECTED CIRCUITS.

2) DISCONNECT EXIST LIGHT FIXTURES INSTALL

NEW. MAINTAIN CIRCUIT CONTINUITY.

5' -0

C

LE

AR

1' -3

M

IN

FLOOR PLAN

1/2" = 1'-0''

2 A-601

1 6

A-601

EXIST.

TLT. ROOM

1' -6

GENERAL NOTE:

A. REFER TO A-001 FOR TYPICAL

ADA CLEARANCE REQUIREMENTS

7 8 11 12

7' -4

6' -0

1 2"

'-1

2"

EXIST.

WOOD

BEAM

APPROX.

LOCATIONS OF

EXIST. 2X12"

16"%.

P1: EXISTING TOILET ROOM P2: EXISTING TOILET ROOM P3: EXISTING TOILET ROOM P4: EXISTING TOILET ROOM CEILING P5: EXISTING DOOR THRESHOLD P6: EXIST. FRAMING & PLUMBING BELOW P7: EXIST. FRAMING & PLUMBING BELOW P8: EXIST. FRAMING & PLUMBING BELOW

FLOOR PLANS

A-101

4245 UNION ROAD, SUITE 210

BUFFALO, NEW YORK 14225

P: 716.923.0133 F: 716.923.0136

No. REVISIONS DATE

DRAWING TITLE:

DRAWING No.

architectural, p.c.

architecture planning consulting

DATE: 12-07-23

SCALE: AS SHOWN

DRAWN BY: SER

CHECKED BY:

PROJECT No: 23-032

NYS OFFICE FOR PEOPLE

WITH DISABILITIES

311 MAIN STREET,

DANSVILLE, NY, 14437

BATHROOM REMODEL

PROJECT

LOCATED AT:

105 CHARLES STREET,

WAYLAND, NY 14572

ISSUED FOR 100% REVIEW 12-8-2023

ISSUED FOR PERMIT AND BID 12-27-2023

1' -5

GB-36

GB-18

TOILET TISSUE

DISPENSER

2' -1

0"

1'-6"

1'-0"2'-0" ℄

8' -0

V.

I.F

1' -6

3'

-4

PT

SS

4' -0

TY

P.

EPOXY

MIRROR

PAINT

2' -1

0"

+/- 1'-4"

(15" MIN.)40

" M

AX

T O

R

EF

L.

S

U R

FA

C

E

GFI

TOILET ROOM ELEVATION 1

SOLID

SURFACE

GB-18

EXISTINGNEW WORK

SINGLE HOLLYWOOD BEVEL

MARBLE THRESHOLD

(VERIFY SIZE OF EXISTING

DOOR OPENING)

RESINOUS FLOORING,

SLOPE 18" PER FT.

NEW SUBFLOORING

EXISTING FINISH

FLOORING

EXISTING SUBFLOOR

THRESHOLD DETAIL A

EPOXY FLOORING

4" RADIUS COVE

ZINC COVE STRIP

6"

BA

SE

H

EI

G H

T

J-CHANNEL

SOLID SURFACE

WALL PANEL

TYPICAL BASE DETAIL B

EPOXY/URETHANE COATING -

TERMINATE AT DRAIN W/

KEYED EDGE

DRAIN BOX TO BE PRIMED W/

LAST-O-COAT EPOXY MEMBRANE -

PACK W/ DUR-A-CRETE EPOXY

MORTAR TO 1/8" BELOW TOP OF

DRAIN. COAT W/

DUR-A-FLEX COVE REZ

2 LAYERS 3/4" MARINE GRADE

PLYWOOD - COAT W/ELAST-O-COAT

EPOXY - IMBED W/ FIBERGLASS TAPE

@ SEAMS

DUR-A-CRETE EPOXY

MORTAR - PITCH TO DRAIN

CAST BRONZE FLOOR

DRAIN - PLUG WEEPS

PRIOR TO TROWELING

EPOXY MORTAR

3/4" PLYWOOD - FULLY

SUPPORT AND SCREW INTO

CONTINUOUS WOOD BLOCKING

BELOW

BLOCKING @ 16" o.c. TO

ALLOW 3" MIN. ACCESS

EITHER SIDE OF DRAIN FOR

MORTAR INSTALLATION

TYP. FLOOR DRAIN DETAIL C

EXISTING FLOOR JOISTS

APPEAR TO HAVE

ALREADY BEEN NOTCHED

IN THE BATHROOM AREA

+/- 3/4" TO ACCEPT MARINE

GRADE PLYWOOD -

CONFIRM IN FIELD, NOTIFY

OWNER & ARCHITECT OF

ANY DISCREPANCIES IN

THE EXISTING CONDITION

EXISTING JOISTS

2 LAYERS 3/4" MARINE GRADE

PLYWOOD - COAT W/ELAST-O-COAT

EPOXY - IMBED W/ FIBERGLASS TAPE

@ SEAMS

1" min.

TRAP PRIMER CONNECTION

ON DRAIN

TRAP PRIMER

COLD WATER

SUPPLY

TRAP

PRIMER

FLOOR DRAIN

MAKE UP LINES.

DEBRIS LOOP

- NO DIRECT

INSTALLATION

TRAP

DISTRIBUTION

UNIT FOR

MULTIPLE

FLOOR

DRAINS

NOTE:

- TRAP PERIMETER MUST HAVE A

MIN. ELEVATION OF 12" ABOVE

FIN. FLR.

-WATER LINE TO THE PRIMER

SHALL BE 12" COPPER AND

INSULATED. CONNECTION AT THE

PRIMER IS REDUCED, 14" COPPER

LINES INSTALLED TO EACH TRAP.

2'-6"

GB-30

6"

MAX

1' -6

GB-18

TOILET ROOM ELEVATION 3

8' -0

V.

I.F

SOLID

SURFACE

PANELS TO 45

OF CLG.

6" EPOXY

GB-48

4"

MAX.

1' -6

3'

-4

2' -1

0"

30" ADJUSTABLE

HEIGHT HAND

SHOWER W/ 59"

MIN. LONG HOSE

GB-18

6" MAX.

SHOWER CONTROLS

MOUNTED 38-48"

A.F.F. 15" MAX.

FROM CENTERLINE

OF SHOWER

SOLID

SURFACE

PANELS

CEILING

TOILET ROOM ELEVATION 2

6" EPOXY

END

WALL

PT

SS

6" EPOXY

SWITCHES TO BE

MOUNTED 15 MIN. -

48" MAX. A.F.F.,

TYP. COORD. W/

OWNER

2' -1

0"

" M

AX

T

O R

EF

L.

S U

R

FA

C E

GB-18

18" MIN.

CLEAR

TOILET ROOM ELEVATION 4

8' -0

"V .I.

F.

FIRE ALARM TO

REMAIN

GB-18

GB-42

8"

1' -6

3'

-4

2' -1

0"

" M

IN

TOILET

TISSUE

DISPENSER

PAINT

SOLID SURFACE (SS)

EPOXY

3'-4"

4" MAX.

SPRINKLER

HEAD TO

REMAIN

TOILET ROOM ELEVATION 5

4' -0

NOTE:

PROVIDE HOLE IN SOLID

SURFACE FOR FLUSH GRAB BAR

INSTALLATION HOLE SHALL NOT

BE LARGER THAN THE GRAB BAR

COLLAR BY MORE THAN 116"

PROVIDE CONT. SEALANT

FIBERGLASS

ROLL-IN

SHOWER UNIT

6" EPOXY.

SOLID SURFACE

PANELS TO CEILING

4' -0

PAINT

NEW

DOOR

BUMPER

TOILET ROOM ELEVATION 6

SOLID

SURFACE

SOLID SURFACE PANEL TO

TERMINATE IN ALIGNMENT WITH

TOILET SIDE OF STUB WALL

PARTITION (REFER TO ELEV. 2)

INTERIOR

ELEVATIONS &

DETAILS

A-601

4245 UNION ROAD, SUITE 210

BUFFALO, NEW YORK 14225

P: 716.923.0133 F: 716.923.0136

No. REVISIONS DATE

DRAWING TITLE:

DRAWING No.

architectural, p.c.

architecture planning consulting

DATE: 12-08-23

SCALE: AS SHOWN

DRAWN BY: SER

CHECKED BY:

PROJECT No: 23-032

NYS OFFICE FOR PEOPLE

WITH DISABILITIES

311 MAIN STREET,

DANSVILLE, NY 14437

ISSUED FOR 100% REVIEW 12-08-2023

BATHROOM REMODEL

PROJECT

LOCATED AT:

105 CHARLES STREET,

WAYLAND, NY 14572

DIVISION 1 - GENERAL REQUIREMENTS

1A. GENERAL NOTES

1. THE WORK OF THE CONTRACTOR SHALL PROVIDE LABOR, MATERIALS, TOOLS,

EQUIPMENT, SERVICES, ETC. NECESSARY OR INCIDENTAL TO HIS PORTION OF THE

WORK SHOWN ON THE DRAWINGS AND HEREIN SPECIFIED, SHOP DRAWINGS AND/OR

SAMPLES SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW FOR ALL WORK OR

MATERIALS REQUIRING FABRICATION, QUALITY APPROVAL, OR COLOR SELECTION.

2. THE CONTRACTOR SHALL ORDER AND HAVE ALL MATERIALS AVAILABLE BEFORE

STARTING HIS WORK, TO INSURE THAT ONCE THE WORK IS STARTED, IT SHALL

PROCEED CONTINUOUSLY UNTIL COMPLETE.

3. THE CONTRACTOR SHALL ASCERTAIN THE LOCATION OF ALL UTILITY LINES AND TAKE

PROPER PRECAUTION NOT TO DISTURB ANY EXISTING UTILITIES UNLESS

AUTHORIZED. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE TO

UTILITY LINES DURING THE PROCESS OF WORK UNDER THE CONTRACT.

4. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE DRAWINGS AND SPECIFICATIONS

AND VERIFY THE PROVISIONS ARE ADEQUATE FOR THE PROPER INSTALLATION OF

EACH ITEM. SHOULD THERE BE ANY CONDITION THAT WILL PREVENT A THOROUGHLY

SATISFACTORY INSTALLATION, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OR

OWNER, PRIOR TO BEGINNING WORK. FAILURE OF NOTIFICATION WILL CONSTITUTE

ACCEPTANCE OF THE CONDITIONS, AND THE CONTRACTOR SHALL MAKE ANY

NECESSARY CHANGES TO PROPERLY ACCOMMODATE EACH ITEM AT HIS/HER COST.

5. ALL WORK MUST COMPLY WITH RESIDENTIAL CODE OF NEW YORK STATE, AISC CODE,

ACI BUILDING CODE, AWI CODE, ASTM STANDARDS AND ANY OTHER APPLICABLE

CODE, RULES AND REGULATION BY AGENCIES HAVING JURISDICTION. WHERE CODES

OVERLAP, COMPLY WITH THE MORE STRINGENT REQUIREMENTS.

6. CONTRACTOR IS TO REVIEW DRAWINGS AND EXISTING SITE CONDITIONS AND

DIMENSIONS FOR SCOPE OF THE WORK INVOLVED. CONTRACTOR IS TO INCLUDE, IN

HIS/HER PROPOSAL, ALL ITEMS, MATERIALS, ETC. TO ACHIEVE THE DESIGN CONCEPT

AS SHOWN ON THE DRAWINGS.

7. CONTRACTOR IS TO INCLUDE IN HIS/HER PROPOSAL ALL ADDITIONAL MATERIALS AND

LABOR AS REQUIRED TO WORK AROUND EXISTING CONDITIONS.

8. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS, LABOR PROCEDURES

AND SAFETY PRECAUTIONS FOR COMPLETING WORK.

9. THE COST OF ALL INSTALLATION OF TEMPORARY SERVICE LINES REQUIRED FOR

COMPLETION OF THE PROJECT SHALL BE BORNE BY THE GENERAL CONTRACTOR.

10. ALL WORKMANSHIP MUST BE IN THE BEST PRACTICE OF THE TRADE AS DETERMINED

BY THE ARCHITECT OR OWNER. ANY WORK NOT MEETING THESE STANDARDS WILL

BE REJECTED.

11. WHERE A SPECIFIC MANUFACTURER'S PRODUCT IS CALLED OUT, ALL MATERIALS AND

WORK MUST COMPLY WITH THE MANUFACTURER'S STRICT RECOMMENDATIONS FOR

INSTALLATION AND/OR COORDINATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

OBTAIN INSTRUCTIONS AND TO FOLLOW THEM.

DIVISION 2 - SELECTIVE DEMOLITION

2A. SUMMARY

1. SECTION INCLUDES DEMOLITION AND REMOVAL OF SELECTED PORTIONS OF

BUILDING OR STRUCTURE.

2B. FIELD CONDITIONS

1. OWNER WILL OCCUPY PORTIONS OF BUILDING IMMEDIATELY ADJACENT TO

SELECTIVE DEMOLITION AREA. CONTRACTOR SHALL PROVIDE, TO THE GREATEST

EXTENT POSSIBLE, TEMPORARY ACCOMMODATIONS FOR OWNER DURING

DEMOLITION FOR NECESSARY UTILITIES.

2C. EXAMINATION

1. VERIFY THAT ANY ADJACENT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED

BEFORE STARTING DEMOLITION OPERATIONS.

2. SURVEY EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTS INDICATED TO

DETERMINE EXTENT OF SELECTIVE DEMOLITION REQUIRED.

3. WHEN UNANTICIPATED MECHANICAL, ELECTRICAL OR STRUCTURAL ELEMENTS

CONFLICT WITH INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, INVESTIGATE

AND SUBMIT TO FIELD REPRESENTATIVE.

2D. UTILITY SERVICES

1. EXISTING SERVICES: MAINTAIN AND PROTECT EXISTING SERVIVCES/SYSTEMS TO

REMAIN.

2. EXISTING SYSTEMS/SERVICES TO BE REMOVED, RELOCATED OR ABANDONED:

LOCATE, IDENTIFY, DISCONNECT AND SEAL OR CAP OFF UTILITY SERVICES TO BE

SELECTIVELY DEMOLISHED.

2E. PREPARATION

1. SITE ACCESS: CONDUCT SELECTIVE DEMOLITION AND DEBRIS REMOVAL OPERATIONS

TO ENSURE MINIMUM INTERFERENCE WITH ROADS, WALKWAYS, ETC. REPAIR ALL

LAWN AREAS AFFECTED BY DEMOLITION/CONSTRUCITON.

2. TEMPORARY FACILITIES: PROVIDE TEMPORARY BARRICADES AND OTHER

PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO

BUILDINGS.

2F. SELECTIVE DEMOLITION, GENERAL

1. GENERAL: DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT

REQUIRED BY NEW CONSTRUCTION.

2G. DISPOSAL

1. GENERAL: EXCEPT FOR ITEMS OR MATERIALS INDICATED TO REMAIN, REMOVE

DEMOLISHED MATERIALS FROM SITE.

2. TRANSPORT DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND LEGALLY

DISPOSE OF THEM.

DIVISION 6 - WOOD AND PLASTICS

6A. ROUGH CARPENTRY

1. THE TERM "LUMBER" SHALL INCLUDE ALL ROUGH CARPENTRY WOODWORK,

TEMPORARY AND PERMANENT. ALL LUMBER SHALL BE TRADE AND GRADE

MARKED, OR ACCOMPANIED BY A GRADING CERTIFICATE OF THE ASSOCIATION

UNDER WHOSE RULES IT WAS GRADED AND SHIPPED AND AN AFFIDAVIT

CERTIFYING ALL SUCH LUMBER DELIVERED TO THIS PROJECT TO BE OF THE

KIND AND GRADE SPECIFIED.

2. ALL LUMBER SHALL BE WELL-SEASONED AND AIR OR KILN DRIED. FRAMING

LUMBER SHALL BE DELIVERED TO THE JOB SITE WITH MOISTURE CONTENT NOT

EXCEEDING 19 PERCENT AS CERTIFIED BY THE SUPPLIER.

3. GLUE FOR ALL WORK - WATERPROOF TYPE.

4. ROUGH HARDWARE, EXCEPT AS OTHERWISE SPECIFIED HEREIN, SHALL BE AS

REQUIRED FOR PROPER EXECUTION OF WORK IN THIS SECTION AND SHALL BE

HOT-DIPPED GALVANIZED STEEL OR OTHER APPROVED NON-CORROSIVE METAL.

5. FURNISH AND INSTALL ALL WOOD FOR SECURING ALL INDICATED ITEMS

THROUGHOUT BUILDING, INCLUDING GROUNDS REQUIRED BY ITEMS FURNISHED

BY OTHERS. ALL LUMBER TO BE EVEN, PLUMB, STRAIGHT AND SECURED BY

APPROVED METHOD AND FOR INTENDED PURPOSE. ALL CONCEALED BLOCKING

SHALL BE FIRE TREATED COMPLYING WITH ASTM E84.

6. PROVIDE ALL ROUGH HARDWARE NECESSARY IN CONNECTION WITH ROUGH

CARPENTRY, ROUGH HARDWARE SHALL INCLUDE THREADED DOWELS, SCREWS,

BOLTS (ALL TYPES), WASHERS, ANCHORS FOR MASONRY, PLASTER AND

CONCRETE, CLIPS AND OTHER SUCH FASTENERS AND MISCELLANEOUS TRIM

THAT MAY BE PURCHASED WITHOUT FURTHER FABRICATION.

7. ALL MEMBERS SHALL BE ADEQUATELY FASTENED TOGETHER TO PREVENT

RELATIVE MOVEMENT AT JOINTS UNDER THE MAXIMUM LOAD FOR WHICH THE

MEMBERS ARE SIZED.

8. FRAMING NAILS SHALL BE UNCOATED COMMON NAILS OF SUFFICIENT LENGTH

TO PENETRATE 12 DIAMETERS INTO HOLDING MEMBER.

9. ALL WORK SHALL BE TRUE, PLUMB, LEVEL AND ACCURATELY CUT AND FIT.

10. PLYWOOD SHALL BE ERECTED AND FASTENED TO FRAMING MEMBERS IN

ACCORDANCE WITH THE PUBLISHED RECOMMENDATIONS OF THE

APA.7.MATERIALS - PROVIDE THE FOLLOWING:

A. PLYWOOD - MARINE GRADE - APA RATED - EXT GLUE

B. MEDIUM DENSITY FIBERBOARD - ANSI A208.2, GRADE MD, MADE WITH

BINDER CONTAINING NO UREA FORMALDEHYDE.

11. MAXIMUM MOISTURE CONTENT OF LUMBER: 19 PERCENT UNLESS OTHERWISE

INDICATED.

12. FIRE-RETARDANT-TREATED LUMBER AND PLYWOOD BY PRESSURE PROCESS:

PRODUCTS WITH A FLAME SPREAD INDEX OF 25 OR LESS WHEN TESTED

ACCORDING TO ASTM E 84, AND WITH NO EVIDENCE OF SIGNIFICANT

PROGRESSIVE COMBUSTION WHEN THE TEST IS EXTENDED AN ADDITIONAL 20

MINUTES, AND WITH THE FLAME FRONT NOT EXTENDING MORE THAN 10.5 FEET

(3.2 M) BEYOND THE CENTERLINE OF THE BURNERS AT ANY TIME DURING THE

TEST.

A. INTERIOR TYPE A: TREATED MATERIALS SHALL HAVE A MOISTURE CONTENT

OF 28 PERCENT OR LESS WHEN TESTED ACCORDING TO ASTM D 3201 AT 92

PERCENT RELATIVE HUMIDITY.

13. PROVIDE MISCELLANEOUS LUMBER INDICATED AND LUMBER FOR SUPPORT OR

ATTACHMENT OF OTHER CONSTRUCTION, INCLUDING BLOCKING AND NAILERS.

DIVISION 9 - FINISHES

9A. GYPSUM WALLBOARD

1. GYPSUM WALLBOARD SHALL BE MOISTURE AND MOLD-RESISTANT BOARD: ASTM

E136/ ASTM D3273, WITH MOISTURE AND MOLD-RESISTANT CORE AND PAPER

SURFACES. 1/2" THICKNESS WITH TAPERED EDGE AS MANUFACTURED BY

GEORGIA PACIFIC OR APPROVED EQUAL - BASIS-OF-DESIGN PRODUCT:

DENS-ARMOR PLUS PANELS.

2. PROVIDE 5/8" CEMENT BACKER BOARD AT NEW FLOORING LOCATIONS..

MANUFACTURER TO BE GEORGIA PACIFIC OR APPROVED EQUAL -

BASIS-OF-DESIGN PRODUCT: DENS-SHIELD.

3. PROVIDE SOLID FIRE TREATED BLOCKING IN PARTITIONS REQUIRED TO

SUPPORT FIXTURES, GRAB BARS, CASEWORK AND ANY ACCESSORIES.

4. ALL PARTITIONS TO BE TAPED, SANDED AND FINISHED SMOOTH TO RECEIVE

PAINT (LEVEL 4 FINISH PER ASTM C840).

9C. PAINTING:

1. GYPSUM BOARD SUBSTRATES

A. SATIN EMULSION FINISH LATEX SYSTEM: 3 COATS (TOTAL DRY FILM

THICKNESS: 4.6 MIL)

1) FIRST COAT: INTERIOR LATEX BASE PRIMER COAT (FS TT-P-650)

BENJAMIN MOORE: MOORECRAFT SUPER-SPEC LATEX ENAMEL

UNDERCOATER & PRIMER #253

PRATT & LAMBERT: PRO-HIDE INTERIOR LATEX UNDERCOATER Z1013

PRIMER.

S-W: S-W PREPRITE 200 LATEX CLASSIC PRIMER.

2) SECOND & THIRD COAT: INTERIOR MILDEW-RESISTANT LATEX PAINT

BENJAMIN MOORE: MOORECRAFT SUPER SPEC LATEX SEMI-GLOSS

ENAMEL #276

PRATT & LAMBERT: PRO-HIDE GOLD INTERIOR LATEX - SEMI-GLOSS 8300

S-W: PROMAR 200 INTERIOR SEMI-GLOSS ENAMEL

DIVISION 10 - ACCESSORIES

10A. TOILET AND BATH ACCESSORIES

1. ACCEPTABLE MANUFACTURERS

A. AMERICAN SPECIALTIES, INC.

B. BRADLEY CORP.

C. BOBRICK WASHROOM EQUIPMENT

2. GRAB BAR:

A. BASIS-OF-DESIGN PRODUCT: BOBRICK - B-6806

B. MOUNTING: FLANGES WITH CONCEALED FASTENERS

C. MATERIAL: STAINLESS STEEL, 0.05 INCH (1.3 MM) THICK.

D. OUTSIDE DIAMETER: 1-1/2 INCHES (38 MM)

E. CONFIGURATION AND LENGTH: AS INDICATED ON DRAWINGS (REFER TO

A-601).

3. MIRROR UNIT:

A. BASIS-OF-DESIGN PRODUCT: BOBRICK B-165 2436

B. FRAME: STAINLESS-STEEL CHANNEL

1) CORNERS: MITERED AND MECHANICALLY INTERLOCKED.

C. SIZE: 18"W X 36" H.

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

7A. SEALANTS:

1. COMPATIBILITY: PROVIDE JOINT SEALERS, JOINT FILLERS AND OTHER RELATED

MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH JOINT

SUBSTRATES UNDER SERVICE AND APPLICATION CONDITIONS, AS

DEMONSTRATED BY TESTING AND FIELD EXPERIENCE.

2. COLORS: PROVIDE COLOR OF EXPOSED JOINT SEALERS AS SELECTED BY

ARCHITECT FROM MANUFACTURER'S STANDARD COLORS.

3. CLEAR SILICONE, MILDEW RESISTANT JOINT SEALANT INTERIOR SURFACES: ONE

PART, NEUTRAL CURE, MEDIUM MODULES COMPLYING WITH FS-TT-S 001543A BY

DOW CORNING #791 OR APPROVED EQUAL. DOW CORNING #786 NT PLUMBING

FIXTURES - ANTI-MICROBIAL.

PLUMBING FIXTURES

FIXTURE MATERIAL STANDARD ACCESSORIES NOTES

WATER CLOSETS VITREOUS CHINA -

ELONGATED BOWL

ADA

ICC/ ANSI A117.1

CSA B651

OBC

ASME A112.19.2/ CSA

B45.1

1. OPEN FRONT

TOILET SEAT -

MANUFACTURER:

KOHLER

MODEL: K4660

1. MANUFACTURER: KOHLER

2. MODEL: CIMARRON K-3589

3. 1.6 GPF MAXIMUM FLOW RATE

4. COLOR - WHITE

GENERAL FIXTURE NOTES:

1. INSTALL ALL PRODUCTS IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS.

2. PROVIDE ALL SEALS, GASKETS, SEALING MATERIALS TO MAKE COMPLETE WATER TIGHT AND GAS TIGHT SYSTEMS.

3. SET ALL FIXTURES PLUMB AND TRUE.

VALVE & HAND HELD

SHOWER ASSEMBLY

1. GLIDE BAR/ GRAB BAR -

STAINLESS STEEL.

ADA

ICC/ ANSI A117.1

NSF 71

ENERGY POLICY 1992

ASME A112.19.2/ CSA

B125.1

RCNYS P2903.2

STANDARD ON/OFF

ECOFRIENDLY HAND

HELD SHOWER ,

SUPPLY ELBOW,

VACUUM BREAKER

AND FLEX HOSE

1. DELTA MODEL #T13H153

2. STAINLESS STEEL, ADA GRAB BAR

3. PRESSURE BALANCED, 2.5 GPM

4. MIXING VALVE: DELTA MODEL #R10000-UN

LAVATORY

LAVATORY FAUCETS 1. BODY SHALL BE SOLID

CAST BRASS.

2. POLISHED CHROME

FINISH

WALL-MOUNT BATHROOM

SINK

ADA

ICC/ ANSI A117.1

CSA B651

OBC

ASME A112.19.2/ CSA

B45.1

1. BATHROOM

SINK SHROUD

MODEL: K-2057

1. MANUFACTURER: KOHLER

2. MODEL: PINOIR K-2028-8

3. NOMINAL DIMENSIONS: 18"X12"

4. COLOR: WHITE

1. MANUFACTURER: KOHLER

2. MODEL: CORALAIS K-15265-4RA-CP

3. ADA LEVER HANDLES

4. 1.5 GPM MAXIMUM FLOW RATE

5. QUARTER TURN WASHERLESS CERAMIC

DISC VALVES.

POP-UP DRAIN AND

LIFT ROD

ADA

ICC/ ANSI A117.1

NSF 71

ENERGY POLICY 1992

ASME A112.19.2/ CSA

B125.1

9B. RESINOUS FLOORING

1. SUMMARY - SECTION INCLUDES QUARTZ FLOORING SYSTEM AS SHOWN ON

DRAWINGS.

2. FLOORING

A. BASIS-OF-DESIGN PRODUCT: DUR-A-QUARTZ, EPOXY-BASED SEAMLESS

FLOORING SYSTEM

1) PRIMER: DUR-A-GLAZE #4 DAMP PRIMER EPOXY

2) MEMBRANE: DUR-A-FLEX,iNC. DUR-A-GLAZE #4 RESIN AND HARDENER

3) BROADCAST COATS: DUR-A-FLEX, INC. DUR-A-GLAZE #4 RESIN AND

HARDENER

4) THE QUART AGGREGATE SHALL BE DUR-A-FLEX, INC. Q-28 COLORED

QUARTZ AGGREGATE

5) GROUT COAT: DUR-A-FLEX, INC. DUR-A-GLAZE #4 RESIN AND WATER

CLEAR HARDENER

6) TOPCOAT: DUR-A-GLAZE #5

B. PATCH MATERIALS:

1) SHALLOW FILL & PATCHING: USE DUR-A-FLEX, INC. DUR-A-GLAZE #4

COVE-REZ

2) DEEP FILL AND SLOPING MATERIAL (>1

4") USE DUR-A-FLEX, INC.

DUR-A-CRETE

C. BASIS-OF-DESIGN: DUR-A-FLEX, INC. 95 GOODWIN STREET, EAST HARTFORD,

CT 06108

D. MANUFACTURER OF APPROVED SYSTEM SHALL BE SINGLE SOURCE AND

MADE IN U.S.A.

3. EXAMINATION

A. EXAMINE SUBSTRATES AND CONDITIONS W/APPLICATOR PRESENT FOR

COMPLIANCE WITH REQUIREMENTS FOR MAXIMUM MOISTURE CONTENT,

TOLERANCES AND OTHER CONDITIONS.

B. INSTALL MIN. 3/4" C/D GRADE PLYWOOD, GLUED AND SCREWED TO EXISTING

WOOD SUBSTRATE.

4. APPLICATION

A. GENERAL

1) THE SYSTEM SHALL BE APPLIED IN SIX DISTINCT STEPS AS LISTED

BELOW

a) SUBSTRATE PREPARATION

b) PRIMING

c) MEMBRANE APPLICATION

d) COVE APPLICATION

e) FIRST BROADCAST COAT APPLICATION WITH FIRST AGGREGATE

BROADCAST

f) SECOND BROADCAST COAT WITH SECOND AGGREGATE

BROADCAST

g) GROUT COAT APPLICATION, SAND FLOOR (IF REQUIRED)

h) TOPCOAT APPLICATION

2) IMMEDIATELY PRIOR TO THE APPLICATION OF ANY COMPONENT OF THE

SYSTEM, THE SURFACE SHALL BE DRY AND ANY REMAINING DUST OR

LOOSE PARTICLES SHALL BE REMOVED USING A VACUUM OR CLEAN,

DRY, OIL-FREE COMPRESSED AIR.

3) A NEAT FINISH WITH WELL-DEFINED BOUNDARIES AND STRAIGHT EDGES

SHALL BE PROVIDED BY THE APPLICATOR.

B. PRIMER

1) THE PRIMER SHALL CONSIST OF A LIQUID RESIN AND HARDENER THAT IS

MIXED AT THE RATIO OF 2 PARTS RESIN TO 1 PART HARDENER PER THE

MANUFACTURER'S INSTRUCTIONS.

2) THE PRIME SHALL BE APPLIED BY FLAT SQUEEGEE AND BACK ROLLED AT

THE RATE OF 200-250 SF/GAL TO YIELD A DRY FILM THICKNESS OF 6 MILS.

C. MEMBRANE

1) THE MEMBRANE SHALL CONSIST OF A LIQUID RESIN AND HARDENER

THAT IS MIXED AT THE RATIO OF 2 PARTS RESIN TO 1 PART HARDENER

PER THE MANUFACTURER'S INSTRUCTIONS.

2) THE MEMBRANE SHALL BE APPLIED BY FLAT SQUEEGEE AND BACK

ROLLED AT THE RATE OF 80 SF/GAL TO YIELD A DRY FILM THICKNESS OF

20 MILS.

D. INTEGRAL COVE BASE: APPLY COVE BASE MIX TO WALL SURFACES BEFORE

APPLYING FLOORING.

1) APPLY ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS AND

DETAILS INCLUDING THOSE FOR TAPING, MIXING, PRIMING, TROWELING,

SANDING AND TOPCOATING OF COVE BASE

a) INTEGRAL COVE BASE: 6 INCHES HIGH

SPECIFICATIONS

SP-101

ZAXIS ARCHITECTURAL P.C.

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE THE

PROPERTY OF ZAXIS ARCHITECTURAL P.C.

UNAUTHORIZED REPRODUCTION, ALTERATION OR ADDITION TO ANY DRAWING,

DESIGN, SPECIFICATION, PLAN OR REPORT IN WHOLE OR IN PART WITHOUT THE

EXPRESS WRITTEN AUTHORIZATION OF ZAXIS ARCHITECTURAL P.C. IS PROHIBITED BY

SECTION 7209, PROVISION 2 OF THE NEW YORK STATE EDUCATION LAW.

4245 UNION ROAD, SUITE 210

BUFFALO, NEW YORK 14225

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DRAWING TITLE:

DATE: 12-8-23

SCALE: AS SHOWN

DRAWN BY: DHH

CHECKED BY:

PROJECT No: 23-032

DRAWING No.

architectural, p.c.

architecture planning consulting

No. REVISIONS DATE

- ISSUED FOR 100% REVIEW 12-8-23

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OPWDD CHEMUNG CS-101 COVER SHEET-COVER SHEET
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OPWDD CHEMUNG A-001 PARTITION TYPES ADA-A-001
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A-001
OPWDD CHEMUNG A-101 FLOOR PLAN-A-101
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A-101
OPWDD CHEMUNG A-101 FLOOR PLAN-A-601
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A-601
OPWDD CHEMUNG SP-101 SPECS-A-001
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A-001

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