ApprovedforConstruction_LarueCharles20261013.pdf

REVISION TAG

ELEVATION

DETAIL/SECTION

WINDOW TAG

WALL TAG

ROOM TAG

DOOR TAG

A

A101

W1

A

ROOM

101B

COLUMN GRID

CL

A101

INTERIOR ELEVATION 2

+2'-0"

AX.X

X

GENERAL DEMOLITION NOTES

1. THE OWNER WILL REMOVE LOOSE ITEMS AND FURNISHING FROM THE

BATHROOM

2. PROVIDE A DUST ENCLOSURE OF FIRE-RETARDANT POLYETHYLENE, SEALED

WITH TAPE AT PERIMETER AND AT ALL JOINTS AT AREA OF WORK. PROVIDE

DOUBLE OVERLAPPING POLYETHYLENE ENTRIES INTO THE DUST ENCLOSURES.

3. DEMOLITION DRAWINGS AND NOTES DEMONSTRATE INTENT OF DEMOLITION.

CONTRACTOR SHALL SURVEY THE WORK SITE PRIOR TO SUBMITTING A

PROPOSAL AND DETERMINE THE FULL EXTENT IF REMOVALS, THE WORK

INCLUDES ALL REMOVALS REQUIRED TO PROPERLY INSTALL THE NEW WORK,

INCLUDING REMOVALS REQUIRED FOR NEW MECHANICAL, PLUMBING, AND

ELECTRICAL SCOPE.

4. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION FOR THE

EXISTING FIRE ALARM AND SPRINKLER SYSTEM AS REQUIRED DURING THE

COURSE OF DEMOLITION AND CONSTRUCTION ACTIVITIES. IF THE FIRE ALARM

AND/OR SPRINKLER SYSTEM IS REQUIRED TO BE DISABLED FOR ANY REASON,

THE CONTRACTOR SHALL PROVIDE A WRITTEN NOTICE TO THE OPWDD FIELD

REPRESENTATIVES SEVENTY-TWO (72) HOURS PRIOR TO SHUTDOWN. SHOULD

ANY DAMAGE TO THE FIRE ALARM AND SPRINKLER SYSTEM OCCUR AS A

RESULT OF DEMOLITION OR CONSTRUCTION ACTIVITIES, THE DAMAGE TO THESE

SYSTEMS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT NO

EXPENSE TO THE OWNER.

OCCUPANCY: R-3, 2025 NYSBC 310.4.1

CONSTRUCTION CLASSIFICATION: VB

CODE COMPLIANCE: 2025 EXISTING BUILDING CODE

2025 NYS RESIDENTIAL BUILDING CODE

ALTERATION LEVEL: ALTERATION LEVEL 1, 130 SFT

TOTAL BUILDING SFT: APPROX. 5400 SFT

GENERAL NOTES

CODE INFORMATION

GENERAL CONSTRUCTION NOTES

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS

PRIOR TO COMMENCING WORK. NOTIFY THE ARCHITECT OF ANY

DISCREPANCIES FROM THESE DOCUMENTS, OF CONDITIONS THAT REQUIRE

DEVIATIONS FROM THE DOCUMENTS, AND OF CONDITIONS THAT REQUIRE WORK

ADDITIONAL TO THE WORK IN THESE DOCUMENTS.

2. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING DAMAGE TO EXISTING

MATERIALS THAT REMAIN WHEN THAT DAMAGE RESULTS FROM THE EXECUTION

OF THE WORK. THE CONTRACTOR SHALL PROVIDE RECORD PHOTOGRAPHS OF

PRE-EXISTING DAMAGE PRIOR TO COMMENCING WORK.

3. THE BUILDING WILL BE OCCUPIED CONTINUOUSLY DURING THE COURSE OF

WORK. SECURE AND PROTECT ALL AREAS, INTERIOR AND EXTERIOR, DURING

THE DURATION OF WORK. MAINTAIN EXITS AND FIRE SUPPRESSION SYSTEMS AT

ALL TIMES.

4. PHASE THE WORK AS REQUIRED FOR THE OWNER TO CONTINUE OPERATIONS.

5. WHERE EXISTING MATERIALS THAT REMAIN ARE PARTIALLY REMOVED FOR THE

PLACEMENT OF THE NEW WORK, THE CONTRACTOR SHALL PATCH THE

REMOVALS WITH MATERIALS MATCHING THE EXISTING MATERIALS IN MAKEUP

AND FINISH PLANE. EXTEND THE NEW FINISH OVER THE EXISTING MATERIALS TO

A NATURAL BREAK POINT OF THE SURFACE (E.G. PAINT FROM FLOOR TO

CEILING, PAINT FROM INSIDE CORNER OF WALL TO INSIDE CORNER OF WALL,

ETC.).

6. ALL COLOR SELECTIONS INCLUDING, BUT NOT LIMITED TO, AGGREGATE COLORS

TO BE MADE BY THE OWNER.

7. CONTRACTOR SHALL COMPLY WITH OPWDD SAFETY PLAN AND COORDINATE

ALL WORK WITH OPWDD FIELD STAFF.

NORTH

A P

P R

O V

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

P D

C P

R O

JE

C

T N

U M

B E

R

C L

IE

N T P

R O

JE

C

T N

U M

B E

R

IS

S

U E

D A

T E

P A

T R

IO

T D

E S

IG

N

C

O N

S U

L T

IN

G P

L L C

C

A N

A L V

IE

W

B L V

D S

U

IT

E

R

O C

H E

S T E

R N

Y

.4

.0

W

W W

.P A

T R

IO

T -D

C .C

O M

REGISTRATION CURRENT THROUGH

FEBRUARY 28, 2029

NOTE: UNAUTHORIZED ALTERATION OR

ADDITION TO THIS DRAWING IS A VIOLATION

OF THE NEW YORK STATE EDUCATION LAW

ARTICLE 145, SECTION 7209.

/9 /2

:3

:4

P

M

B A

T H

R O

O M

R E

N O

V A

T

IO

N

C

H A

R L

E S

S T R

E E

T

W A

Y L

A N

D

N Y

C O

V E

R S

H E

E T

K M

G

C R

B

F S

W

O P

W D

CS

C M

M F

L

O

C T

FOR PERMIT

LOCATION MAP

N

BATHROOM RENOVATION

105 CHARLES STREET

WAYLAND, NY 14572

620 WESTFALL ROAD

ROCHESTER, NY 14620

SYMBOLS DRAWING LIST

CS COVER SHEET

A1 FLOOR PLANS AND ELEVATIONS

A2 SPECIFICATIONS

ABBREVIATIONS

AB ANCHOR BOLT

AC AIR CONDITIONING

ACT ACOUSTIC TILE

ADJT ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AL ALUMINUM

ALUM ALUMINUM

ANOD ANODIZED

ARCH ARCHITECTURAL

BD BOARD

BLK BLOCK

BLKG BLOCKING

BO BOTTOM OF

BOT BOTTOM

BTM BOTTOM

CER CERAMIC

CIRC CIRCUMFERENCE

CJ CONTROL JOINT

CK CAULKING

CL CENTER LINE

^^C CENTER LINE

CLG CEILING

CLR CLEARANCE

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

CONT CONTINUOUS

COL COLUMN

CONC CONCRETE

CPT CARPET

CT CERAMIC TILE

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DS DOWNSPOUT

DWG DRAWING

EA EACH

EB EXPANSION BOLT

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATION

AIR CONDITIONING

HWH HOT WATER HEATER

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

INV INVERT

JC JANITOR'S CLOSET

JT JOINT

JNT JOINT

L ANGLE

LAM LAMINATE

LAV LAVATORY

LBL LABEL

LT LIGHT

LTL LINTEL

LVR LOUVER

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MIN MINIMUM

MFR MANUFACTURER

MH MANHOLE

MO MASONRY OPENING

MTL METAL

NIC NOT IN CONTRACT

NTS NOT TO SCALE

O OVER

OC ON CENTER

OP OPAQUE

OPNG OPENING

OPP OPPOSITE

PCC PRE CAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PLF POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

PL PLATE

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PNL PANEL

PSF PER SQUARE FOOT

PT PAINT

PT PRESSURE TREATED

PTD PAINTED

PWD PLYWOOD

PLYWD PLYWOOD

QT QUARRY TILE

R RISER

RD ROOF DRAIN

REINF REINFORCING

REF REFER/REFERENCE

RES RESILIENT

RFG ROOFING

RFH ROOF HATCH

RL RAILING

RM ROOM

RO ROUGH OPENING

SC SOLID CORE

SCH SCHEDULE

SHTG SHEATHING

SIM SIMILAR

SNT SEALANT

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STR STRUCTURAL

SUSP SUSPENDED

SYS SYSTEM

EIFS EXTERIOR INSULATION

FINISHING SYSTEM

ELEC ELECTRICAL

EL ELEVATION

ELEV ELEVATION

ETC ETCETERA

ETR EXISTING TO REMAIN

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

EXTG EXISTING

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FINISHED FLOOR ELEVATION

FLG FLASHING

FLR FLOOR

FLCO FLOOR CLEANOUT

FLUR FLUORESCENT

FND FOUNDATION

FOIC FURNISHED BY OWNER,

INSTALLED BY CONTRACTOR

FV FIELD VERIFY

FR FRAMING

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GL GLASS

GLZ GLAZING

GR GUARDRAIL

GYP GYPSUM

H HIGH

HB HOSE BIBB

HC HOLLOW CORE

HDR HEADER

HDWR HARDWARE

TD TRAVEL DISTANCE

TEL TELEPHONE

T TREAD

TO TOP OF

TOC TOP OF CONCRETE

TOP TOP OF PAVEMENT

TOS TOP OF STEEL

TYP TYPICAL

UNF UNFINISHED

UON UNLESS OTHERWISE NOTED

VB VAPOR BARRIER

VB VINYL BASE

VCT VINLYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VIN VINYL

VWC VINYL WALL COVERING

VT VINYL TILE

W/ WITH

W WIDE

WB WOOD BASE

WP WATERPROOFING

WD WOOD

WWF WELDED WIRE FABRIC

WT WALL TILE

PROJECT LOCATION

KEY PLAN

KEY PLAN

R E V N

U M

B E R

D A

TE

D

E S

C R

IP

TI

O N wardanj Accepted For Construction

G F

I

GFI

GFI

G F

I

GFI

GFI

LEGEND

GFI

CONSTRUCTION KEYNOTE

EXISITNG GFCI WALL RECEPTACLE TO REMAIN

EXISTING LIGHT SWITCH TO REMAIN

EXISTING SPRINKLER TO REMAIN

EXISTING DOOR TO REMAIN

TO BE REMOVED

EXISTING TO REMAIN

130 SF

BATHROOM

SLOPE

S L O

P E

SLOPE

S L O

P E

SLOPE

SLOPE

S L O

P E

S L O

P E

13' - 9" VIF

/2

V

IF

EXISTING REDUCER STRIP/TRANSITION

THRESHOLD TO BE REUSED/REMAIN

/4

M

A X

/2

M

A X

EXISTING FINISH FLOOR & EXISTING SUBFLOOR

OUTSIDE OF BATHROOM TO REMAIN

NEW BATHROOM FLOORING, SEE FLOOR PLAN

1/2" MIN.

(1) LAYER 5/8" THICK

CEMENTITIOUS BACKER BOARD

EXISTING FLOOR

STRUCTURE

PROVIDE 2x BLOCKING UNDER THRESHOLD

TO BE 3/4" LESS THAN THE DEPTH OF THE

EXISTING FLOOR ASSEMBLY AS SHOWN

UNDER THRESHOLD;

SEE NOTE ABOVE WITHIN THIS DETAIL.

EXISTING FLOOR STRUCTURE TO REMAIN.

MODIFY JOISTS AS REQUIRED TO

ACCOMMODATE DEPTH OF TILE AND

ASSOCIATED SLOPED MORTAR BED.

NOTE: VERIFY FRAMING SIZE & SPACING IN FIELD

AFTER SUBFLOOR, FASTENERS & ADHESIVES ARE

REMOVED. REPORT FINDINGS TO OWNER'S

REPRESENTATIVE & ENGINEER PRIOR TO CUTTING

ANY EXISTING FLOOR FRAMING.

(1) LAYER 3/4" THICK MARINE-GRADE

PLYWOOD WITH EXTERIOR GLUE, SCREW

FASTENED AT 6" O.C. TO SUBFLOOR

PROVIDE THINSET MORTAR BED TO RECEIVE TILE

OVER MAPEI MAPELASTIC AQUADEFENSE

WATERPROOFING MEMBRANE

EXISTING SOLID SURFACE

PANELS TO REMAIN

EXISTING GYPSUM PANEL

SYSTEM OVER EXISTING

FRAMING TO REMAIN

CONT. SCHLUTER PROFILE

"RONDEC-DB" SATIN ANODIZED

ALUMINUM STRIP

6" PORCELAIN TILE COVE BASE

PORCELAIN TILE FLOORING,

REFER TO SPECS AND FLOOR

PLAN FOR FORMAT/EXTENTS

PROVIDE THINSET MORTAR BED TO RECEIVE

TILE OVER MAPEI MAPELASTIC

AQUADEFENSE WATERPROOFING MEMBRANE

EXISTING WOOD FRAME

FLOOR ASSEMBLY

(1) LAYER 5/8" THICK

CEMENTITIOUS BACKER BOARD

(1) LAYER 3/4" THICK MARINE-GRADE

PLYWOOD WITH EXTERIOR GLUE, SCREW

FASTENED AT 6" O.C. TO SUBFLOOR

EPOXY BASE TO REMAIN

NORTH

A P

P R

O V

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

P D

C P

R O

JE

C

T N

U M

B E

R

C L

IE

N T P

R O

JE

C

T N

U M

B E

R

IS

S

U E

D A

T E

P A

T R

IO

T D

E S

IG

N

C

O N

S U

L T

IN

G P

L L C

C

A N

A L V

IE

W

B L V

D S

U

IT

E

R

O C

H E

S T E

R N

Y

.4

.0

W

W W

.P A

T R

IO

T -D

C .C

O M

REGISTRATION CURRENT THROUGH

FEBRUARY 28, 2029

NOTE: UNAUTHORIZED ALTERATION OR

ADDITION TO THIS DRAWING IS A VIOLATION

OF THE NEW YORK STATE EDUCATION LAW

ARTICLE 145, SECTION 7209.

/9 /2

:3

:4

P

M

B A

T H

R O

O M

R E

N O

V A

T

IO

N

C

H A

R L

E S

S T R

E E

T

W A

Y L

A N

D

N Y

F L O

O R

P L A

N S

A N

D E

L E

V A

T

IO

N S

C R

B

K M

G

F S

W

O P

W D

A1

C M

M F

L

O

C T

FOR PERMIT

1/2" = 1'-0"

FLOOR PLAN - NEW CONSTRCUTION

1/2" = 1'-0"

FLOOR PLAN/REFLECTED CEILING PLAN - DEMOLITION

NEW WORK KEYNOTES

12 PROVIDE FLOOR TILE FULL AREA OF ROOM: DALTILE "KEYSTONES" COLORBODY PORCELAIN MOSAIC

TILE, OVER (1) LAYER OF CEMENTITIOUS BACKER BOARD OVER (1) LAYER OF MARINE-GRADE

PLYWOOD. PROVIDE TILE BASE FULL PERIMETER OF ROOM TO MATCH FLOOR TILE. REFER TO PLANS

FOR TILE FORMAT/SIZE. REFER TO DETAIL FOR BASE INFORMATION.

13 REUSE EXISTING TRANSITION STRIP AT THRESHOLD. SEE DETAIL.

DEMOLITION KEYNOTES

1 REMOVE EXISTING FLOOR FINISH SYSTEM AND SUB FLOORING ASSEMBLY IN THEIR ENTIRETY.

EXISTING BASE AND DOOR THRESHOLD TRANSITION TO REMAIN.

2 EXISTING FLOOR DRAIN TO REMAIN, PROTECT DURING COURSE OF CONSTRUCTION.

3 EXISTING FLOOR DRAIN TO REMAIN. REMOVE AND REINSTALL STRAINER/ADJUSTABLE TOP AS

REQUIRED FOR NEW TILE ASSEMBLY. INTEGRATE BONDED WATERPROOFING MEMBRANE WITH

EXISTING DRAIN BODY USING MANUFACTURER-APPROVED CONNECTION. VERIFY EXISTING DRAIN

CONFIGURATION IN FIELD PRIOR TO INSTALLATION.

4 EXISTING LINEAR SHOWER DRAIN TO REMAIN. REMOVE AND REINSTALL GRATE/FRAME AS

REQUIRED. INTEGRATE NEW BONDED WATERPROOFING MEMBRANE WITH EXISTING DRAIN

MEMBRANE FLANGE/CLAMPING ASSEMBLY IN ACCORDANCE WITH DRAIN MANUFACTURER'S AND

WATERPROOFING MANUFACTURER'S REQUIREMENTS. FIELD VERIFY EXISTING DRAIN MODEL AND

CONFIGURATION.

5 EXISTING SPRINKLERS TO REMAIN. PROTECT FROM DUST. SPRINKLERS TO REMAIN FUNCTIONAL

THROUGHOUT CONSTRUCTION.

6 EXISTING SMOKE DETECTOR TO REMAIN. PROTECT DURING COURSE OF CONSTRUCTION.

7 EXISTING FREE STANDING SHELVING/CABINETRY TO BE REMOVED BY OWNER.

8 SHOWER GURNEY TO BE REMOVED BY OWNER.

9 EXISTING 1/4" THICK SOLID SURFACE WALL PANEL TO REMAIN OVER EXISTING FINSHED WALL.

10 EXISTING WATER CLOSET TO REMAIN.

11 EXISTING DOOR & DOOR FRAME TO REMAIN.

NOTE:

PREPARE FLOOR SUBSTRATES TO PROVIDE POSITIVE DRAINAGE TO FLOOR DRAINS. SLOPE

GENERAL BATHROOM FLOOR A MINIMUM OF 1/8 INCH PER FOOT TOWARD FLOOR DRAINS.

WITHIN SHOWER BED AREA, SLOPE FLOOR A MINIMUM OF 1/4 INCH PER FOOT TOWARD SHOWER

DRAIN. COORDINATE ELEVATIONS TO MAINTAIN EXISTING THRESHOLD AND PROVIDE FLUSH,

ACCESSIBLE TRANSITION AS INDICATED.

6" = 1'-0"

DOOR THRESHOLD

3" = 1'-0"

TYPICAL WALL SECTION

R E V N

U M

B E R

D A

TE

D

E S

C R

IP

TI

O N

1.1 Project Overview

The Bathroom Renovation project consists of the following general scope

(refer to specifications and drawings for more detail):

1. Remove existing epoxy flooring and associated subflooring, down to floor framing. Provide new subflooring assembly to support new floor finish.

2. Existing epoxy wall base to remain. Provide new ceramic tile wall base over existing wall base.

3. Contractor is responsible to Field Measure all existing conditions and coordinate with new work.

1.2 General

1. General Contractor will perform the work. This is a NYS Public Works Project which requires a Prevailing Wage.

2. The General Contractor will work with and cooperate with OPWDD Project

Manager for the coordination and installation of the work described herein.

Contractor shall familiarize themselves with the work pertaining to each trade. Contractor shall verify existing conditions and measurements including demolition work. Contractor shall inspect all drawings and immediately report any discrepancies to the OPWDD Project Manager and Architect.

3. Prior to commencement of any Work, Contractor shall notify the OPWDD

Project Manager. Contractor shall keep the grounds clear of all debris, dust and any other hazardous conditions throughout the project each day. Take all necessary steps to keep all areas clean.

4. All General Construction, Electrical, Plumbing, and Mechanical Work shall be provided in accordance with New York State Building Code and all other agencies having jurisdiction.

5. Contractor shall review OPWDD requirements and coordinate work of their various trades for compliance. Contractor shall notify the OPWDD Project

Manager at each stage of completion of the project.

PROJECT DESCRIPTION

DALTILE "KEYSTONES" COLORBODY PORCELAIN MOSAIC TILE

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. ColorBody Porcelain mosaic floor tile.

2. Porcelain tile cove base and trim

3. Tile backing panels.

4. Waterproofing membrane

5. Metal edge strips.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Samples:

1. Each type and composition of tile and for each color and finish required.

1.3 INFORMATIONAL SUBMITTALS

A. Qualification Data: For Installer.

SECTION 093013 - CERAMIC TILING

1.4 MAINTENANCE MATERIAL SUBMITTALS

A. Furnish extra materials that match and are from same production runs as products installed and that are packaged with protective covering for storage and identified with labels describing contents.

1. Tile and Trim Units: Furnish quantity of full-size units equal to 5 percent of amount installed for each type, composition, color, pattern, and size indicated.

A. 2” x 2” Field & Cove Base Tile

PART 1 GENERAL

1.1 Project Conditions

A. Existing Conditions: Do not disturb existing structures, construction, materials, or equipment unless required by the contract.

1. Do not cut, drill, or remove structural members such as joists, beams, and columns which support construction which is scheduled to remain unless expressly required by the Contract Documents.

2. Remove all demolished materials from the premises and dispose of on a daily basis.

B. Items to remain the property of OPWDD: The following items shall remain the property of OPWDD and shall be stored at the site where directed by the OPWDD project manager.

This includes excess wood trim and existing windows if requested.

Coordinate with OPWDD Project Manager.

1. Construction Work Contract. Remove and salvage existing building materials or other accessories as designated by OPWDD.

2. Store all items at a location as directed by OPWDD.

3. Properly dispose of all remaining scrap items and remove from the site each day.

4. Shower gurney.

PART 2 PRODUCTS

2.1 Materials

A. Match the appearance and performance of existing corresponding materials as closely as possible.

PART 3 EXECUTION

3.1 Examination

A. Prior to cutting, drilling, or removal investigate both sides of the surface involved with the Work. Determine the exact location of all structural members.

B. If unforeseen obstructions are encountered., take necessary precautions to prevent damage and obtain instruction from the

OPWDD Project Manager before proceeding with the Work.

3.2 Preparation

A. Prepare existing surfaces properly to receive, and where required, bond with the new Work.

3.3 Patching

A. Patch existing construction and finishes which are disturbed, damaged, or left incomplete due to alterations and removals.

Patching: except as otherwise indicated, shall be limited to the areas which have been cut or altered with this Work. Finish patched surfaces to match existing adjacent surfaces as closely as possible.

B. Perform patching around items in a manner which will maintain the water and fire resistance capabilities of the existing construction.

C. Paint patched areas and cover plates to match existing adjacent surfaces as closely as possible using the same type of paint. Painting, except as otherwise indicated, shall be limited to areas which have been patched.

D. Where surfaces exposed by removals are to remain as exposed surfaces, paint these areas to match existing surfaces as closely as possible using the same type of paint.

REMOVALS, CUTTING, AND PATCHING

SECTION 061053 - MISCELLANEOUS ROUGH CARPENTRY

PART 1 GENERAL

1.1 Related Documents

A. Drawings and general provisions of the Contract, including General and

Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

1.2 Summary

A. This section includes the following:

1. Framing with dimension lumber.

2. Wood blocking with nailers.

3. Subflooring

PART 3 - EXECUTION

2.6 GROUT MATERIALS

A. Water-Cleanable Epoxy Grout: ANSI A118.3.

1. Products: Subject to compliance with requirements, provide one of the following or comparable equivalent:

a. Boiardi Products Corporation; a QEP company; Elastiment 1026 Epoxy

Tile Grout.

b. Custom Building Products; CEG-Lite.

c. MAPEI Corporation; Kerapoxy CQ.

d. North American Adhesives; NA 4650 Ever Color Q.

2.7 MISCELLANEOUS MATERIALS

A. Trowelable Underlayments and Patching Compounds: Latex-modified, Portland cement-based formulation provided or approved by manufacturer of tile-setting materials for installations indicated.

1. Products: Subject to compliance with requirements, provide one of the following or comparable equivalent:

a. Ardex Engineered cements; Ardex MRF.

b. Custom Building Products; Skim Coat and Patch.

c. MAPEI Corp; Mapecem Quickpatch.

d. North American Adhesives; NA 600 Multi Patch.

B. Metal Transition Strips: Angle or L-shape or as otherwise indicated on drawings, height to match tile and setting-bed thickness, metallic or combination of metal and PVC or neoprene base, designed specifically for flooring or wall applications; anodized aluminum exposed-edge material.

1. Basis of Design: Schluter Systems “RONDEC-DB” decorative profile.

2. Products: Subject to compliance with requirements, provide products by one of the following:

a. Blanke Corporation.

b. Ceramic Tool Company, Inc.

c. Profilitec.

d. Schluter Systems L.P.

3.1 EXAMINATION

A. Examine substrates, areas, and conditions where tile will be installed, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.

1. Verify that substrates for setting tile are firm; dry; clean; free of coatings that are incompatible with tile-setting materials, including curing compounds and other substances that contain soap, wax, oil, or silicone; and comply with flatness tolerances required by ANSI A108.01 for installations indicated.

2. Verify that concrete substrates for tile floors installed with bonded mortar bed or thinset mortar comply with surface finish requirements in ANSI A108.01 for installations indicated.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Fill cracks, holes, and depressions in concrete substrates for tile floors installed with thinset mortar with trowelable leveling and patching compound specifically recommended by tile-setting material manufacturer.

B. Where indicated, prepare substrates to receive waterproofing by applying a reinforced mortar bed that complies with ANSI A108.1A and is sloped 1:50 (1/4 inch per foot) toward drains in area of shower bed and is sloped 1:100 (1/8 inch per foot) at main field as indicated on drawings.

C. Blending: For tile exhibiting color variations, verify that tile has been factory blended and packaged so tile units taken from one package show same range of colors as those taken from other packages and match approved Samples. If not, factory blended, either return to manufacturer or blend tiles at Project site before installing.

3.3 CERAMIC TILE INSTALLATION

A. Comply with TCNA's "Handbook for Ceramic, Glass, and Stone Tile Installation" for TCNA installation methods specified in tile installation schedules. Comply with parts of the

ANSI A108 series "Specifications for Installation of Ceramic Tile" that are referenced in

TCNA installation methods, specified in tile installation schedules, and apply to types of setting and grouting materials used.

1. For the following installations, follow procedures in the ANSI A108 series of tile installation standards for providing 95 percent mortar coverage:

A. Tile floors in wet areas.

B. Tile floors consisting of tiles 200 by 200 mm (8 by 8 inches) or larger.

B. Extend tile work into recesses and under or behind equipment and fixtures to form complete covering without interruptions unless otherwise indicated. Terminate work neatly at obstructions, edges, and corners without disrupting pattern or joint alignments.

C. Accurately form intersections and returns. Perform cutting and drilling of tile without marring visible surfaces. Carefully grind cut edges of tile abutting trim, finish, or built-in items for straight aligned joints. Fit tile closely to electrical outlets, piping, fixtures, and other penetrations so plates, collars, or covers overlap tile.

D. Provide manufacturer's standard trim shapes where necessary to eliminate exposed tile edges.

E. Joint Pattern: Lay tile in grid pattern unless otherwise indicated. Lay out tile work and center tile fields in both directions in each space or on each wall area. Lay out tile work to minimize the use of pieces that are less than half of a tile. Provide uniform joint widths unless otherwise indicated.

F. Joint Widths: Install porcelain mosaic tile with 1/8-inch joints, consistent with manufacturer's factory-mounted sheet spacing.

3.4 INTERIOR CERAMIC TILE INSTALLATION SCHEDULE

A. Interior Floor Installations, Wood Subfloor:

1. Ceramic Tile Installation PCT-1: TCNA F144; thinset mortar over cementitious backer units or fiber-cement backer board.

a. Ceramic Tile Type: PCT-1

b. Thinset Mortar: Latex-modified cement mortar.

c. Grout: Water-cleanable epoxy grout.

B. Interior Wall Installation, Wood or Metal Studs or Furring:

1. Ceramic Tile Installation PCT-1: TCNA W243; thinset mortar on gypsum board.

A. Ceramic Tile Type: PCT-1

B. Thinset Mortar: Latex-modified cement mortar.

C. Grout: Water-cleanable epoxy grout.

END OF SECTION 093013

PART 2 PRODUCTS

2.1 PRODUCTS, GENERAL

A. ANSI Ceramic Tile Standard: Provide Standard-grade tile that complies with ANSI A137.1 for types, compositions, and other characteristics indicated.

B. ANSI Standards for Tile Installation Materials: Provide materials complying with ANSI

A108.02, ANSI standards referenced in other Part 2 articles, ANSI standards referenced by TCNA installation methods specified in tile installation schedules, and other requirements specified.

2.2 TILE PRODUCTS

A. Porcelain Mosaic Tile Type PCT-1: ColorBody porcelain mosaic tile.

1. Basis-of-Design Product: Subject to compliance with requirements, provide

Daltile "Keystones" ColorBody Porcelain Mosaic.

2. Size: 2 x 2 inch nominal mosaic tile, dot-mounted on 12 x 24 inch sheets.

3. Thickness: 1/4 inch

4. Finish: Matte

5. Water Absorption: Less than 0.5 percent when tested in accordance with

ASTM C373.

6. Dynamic Coefficient of Friction: Not less than 0.42 wet for level interior wet areas.

7. Grout Joint Width: 1/8 inch, manufacturer's recommended width.

8. Tile Color: As selected by Architect from manufacturer's full range.

9. Grout Color: As selected by Architect from manufacturer's full range.

10. Trim Units: Provide manufacturer's standard trim units matching or coordinating with adjoining tile where indicated. Provide shapes as follows, selected from manufacturer's standard shapes:

a. Cove Base: Cove base, 2” x 2".

2.3 TILE BACKING PANELS

A. Cementitious Backer Units: ANSI A118.9 or ASTM C 1325, Type A.

1. Products: Subject to compliance with requirements, provide one of the following:

a. C-Cure; C-Cure Board 990.

b. Custom Building Products; Wonderboard.

c. FinPan, Inc.; ProTEC Concrete Backer Board.

d. USG Corporation; DUROCK Cement Board.

2. Thickness: 15.9 mm (5/8 inch).

2.4 WATERPROOFING MEMBRANE

A. Waterproofing Membrane: ANSI A118.10, load-bearing, bonded waterproof membrane suitable for use beneath ceramic and porcelain tile.

1. Basis-of-Design Product: MAPEI Corporation; Mapelastic AquaDefense, or approved equal.

B. Provide complete waterproofing system including reinforcing fabric, corners, accessories, and drain connections recommended by membrane manufacturer.

C. Install membrane continuously over floor areas indicated and integrate with existing floor drains in accordance with manufacturer's written instructions.

2.5 SETTING MATERIALS

A. Portland Cement Mortar (Thickset) Installation Materials: ANSI A108.02.

B. Latex-Portland Cement Mortar (Thinset): ANSI A118.4.

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following or comparable equivalent:

a. Boiardi Products Corporation; a QEP company; Elastiment Porcelain

Set.

b. Custom Building Products; VersaBond LFT.

c. MAPEI Corporation; Keraflex Plus.

d. North American Adhesives; NA 3785 Magna Flex Pro.

2. Provide prepackaged, dry-mortar mix combined with liquid-latex additive at project site.

3. For wall applications, provide non-sagging mortar.

PART 2 PRODUCTS

2.1 Materials

A. General: Match existing construction. Verify and remove all damaged and rotten floor joists, floor sheathing and miscellaneous damaged items from designed work area. All building materials and debris shall be removed from the premises at the end of each work day.

B. Lumber

1. Framing Lumber: AWPA HEM-FIR #2 grade or better.

2. Dimensioning: As shown on drawings.

3. Piece in trim and wallboard in a craftsman like manner to match surrounding work.

4. Plywood

A P

P R

O V

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

P D

C P

R O

JE

C

T N

U M

B E

R

C L

IE

N T P

R O

JE

C

T N

U M

B E

R

IS

S

U E

D A

T E

P A

T R

IO

T D

E S

IG

N

C

O N

S U

L T

IN

G

P L L C

C

A N

A L V

IE

W

B L V

D S

U

IT

E

R

O C

H E

S T E

R N

Y

.4

.0

W

W W

.P A

T R

IO

T -D

C .C

O M

REGISTRATION CURRENT THROUGH

FEBRUARY 28, 2029

NOTE: UNAUTHORIZED ALTERATION OR

ADDITION TO THIS DRAWING IS A VIOLATION

OF THE NEW YORK STATE EDUCATION LAW

ARTICLE 145, SECTION 7209.

/9 /2

:4

:0

B A

T H

R O

O M

R E

N O

V A

T

IO

N

C

H A

R L

E S

S T R

E E

T

W A

Y L

A N

D

N Y

S P

E C

IF

IC

A T

IO

N S

C R

B

K M

G

F S

W

O P

W D

A2

C M

M F

L

O

C T

FOR PERMIT

R E V N

U M

B E R

D A

TE

D

E S

C R

IP

TI

O N