Design.pdf
PDF 939 KB Posted
- 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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| Scope of Work.pdf | ||
| Permit.pdf |
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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.
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DRAWING TITLE:
DATE: 12-8-23
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DRAWING No.
architectural, p.c.
architecture planning consulting
No. REVISIONS DATE
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