Design.pdf

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ELEVATION

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IT IS A VIOLATION OF THE LAW FOR ANY PERSON, EXCEPT A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER THIS DRAWING IN ANY WAY. IF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR ALTERS THIS DRAWING THEY MUST ATTACH THEIR SEAL AND NOTATION

"ALTERED BY" FOLLOWED BY A SIGNATURE AND THE DATE AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

FOR PERMIT

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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

CER CERAMIC

CIRC CIRCUMFERENCE

CJ CONTROL JOINT

CK CAULKING

C.L. 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

EIFS EXTERIOR INSULATION

FINISHING SYSTEM

ELEC ELECTRICAL

EL ELEVATION

ELEV ELEVATION

ETC ETCETERA

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

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

F.V. FIELD VERIFY

FR FRAMING

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GB GRABBAR

GC GENERAL CONTRACTOR

GL GLASS

GYP GYPSUM

H HIGH

HB HOSE BIBB

HC HOLLOW CORE

HDR HEADER

HDWR HARDWARE

HM HOWLLOW METAL

HORIZ HORIZONTAL

HVAC HEATING/VENTILATION

AIR CONDITIONING

HWH HOT WATER HEATER

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

INV INVERT

JC JANITOR'S CLOSET

JT 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 MANHOSE

MO MASONRY OPENING

MTL METAL

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OP OPAQUE

OPNG OPENING

OPP OPPOSITE

PCC PRE CAST CONCRETE

PCF POUNDS PER LINEAR FOOT

PFL PUNDS 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/REFERNCE

RES RESILIENT

RFG ROOGIN

RFH ROOF HATCH

RL RAILING

RM ROOM

RO ROUGHT OPENING

SC SOLID CORE

SCH SCHEDULE

SHTG SHEATHING

SIM SIMILAR

SNT SEALANT

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STR STRUCTURAL

STRUCT STRUCTURAL

SUSP SUSPENDED

SYS SYSTEM

TEL TELEPHONE

T TREAD

TO TOP OF

TOC TOP OF CONCRETE

TOP TOP OF PAVEMENT

TOS TOP OF STEEL

TYPE 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

ABBREVIATIONSSYMBOLS

LOCATION MAP

N

BATHROOM RENOVATION

1750 NORTH ROAD WATERLOO, NY 13165

620 WESTFALL ROAD

ROCHESTER, NY 14620

A1 PLANS, ELEVATIONS AND DETAILS

A2 SPECIFICATIONS

CS COVER SHEET

DRAWING LIST

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REVISION 1 ISSUED 02/23/2023

CAPITAL SERVICES

ACCEPTED FOR CONSTRUCTION

By: stroudjj 03/20/2023Date:

3' - 8" 3' - 0"

A

B

C

NOTE:

PROVIDE SEPARATE

SINGLE POLE SWITCH

FOR EACH LIGHT

FIXTURE

PAINT EXISTING

SOFFIT, BOTTOM

AND FRONT SIDE

V.I.F.

4' - 0"

V .I.

F

D

EQ EQ

FILL GAP BTWN. NEW

WALL AND EXISTING

SOFFIT WITH WOOD

BLOCKING. PATCH AS

REQUIRED TO MATCH

PIPE INSULATION KIT

V E R

IF

Y

IN

F

IE

L D

LIGHT FIXTURE

SOLID

SURFACE

CURTAIN ROD OPTIONAL PER OWNER

MIN. HT. TO BE AT 80" AFF

D

A1

TYP.

C B

SOLID SURFACE

1' - 6"

4"

E

C

C

A

SOLID SURFACE

A1

TYP.

SOLID SURFACE

E

LIGHT FIXTURE SCHEDULE

DESIGNATION MANUFACTURER MODEL SPECIFICATION

TYPE A BROAN 50110DCL

FLEX DC SERIES FAN LIGHT COMBINATION. SURFACE MOUNTED

LED. PROVIDE NEW RIGID EXHAUST DUCT TO ROOF. SEE DETAIL.

LED 9" DIAMETER SURFACE (CEILING) MOUNTED, WHITE.

LED 48" LINEAR WRAP FIXTURE. SURFACE (CEILING) MOUNTED.

RIBBED POLYCARBONATE LENS.

FM9WRCCR HALO

4NLW4040C-EL7W

METALUX

METALUX

TYPE B

TYPE C

6" LED DOWNLIGHT. RECESSEDMOUNTED. SEMI FROST LENS.

WET LOCATION LISTED

HLB6HALOTYPE D

GRAB BAR SCHEDULE

DESIGNATION SIZE MODEL NOTES

A 3701-42P

3701-36PB

C

42" LONG x 1.25" DIA.

36" LONG x 1.25" DIA.

3701-18P18" LONG x 1.25" DIA.

PEENED GRAB BAR

PEENED GRAB BAR

PEENED GRAB BAR, VERTICALLY MOUNTED

NOTES:

PROVIDE CONCEALED BLOCKING FOR ALL WALL MOUNTED GRAB BARS AND ACCESSORIES.

PROVIDE ESCUTCHEON PLATES FOR ALL GRAB BARS TO HIDE FASTENERS.

GRAB BARS AS MANUFACTURED BY "AMERICAN SPECIALTIES" OR APPROVED EQUAL.

D 3701-48P48" LONG x 1.25" DIA. PEENED GRAB BAR

E 3701-24P24" LONG x 1.25" DIA. PEENED GRAB BAR

PLUMBING FIXTURE SCHEDULE

DESIGNATION MANUFACTURER MODEL SPECIFICATION

WC-1 KOHLER CIMARRON

MODEL #K-3619

ONE PIECE WATER CLOSET, ELONGATED BOWL, 4" DIAMETER

FLUSH VALVE, 2-1/2" DIAMETER TRAP, VITREOUS CHINA, WHITE

OPERATING HANDLE ON THE LEFT SIDE (WHEN FACING TOILET).

INCLUDE TOILET SEAT AND ANGLE SUPPLY WITH STOP MODEL

K-76737 (OR APPROVED EQUAL).

WATER CLOSET SHALL BE 1.28 GPF MAXIMUM.

SOLID SURFACE VANITY TOP WITH INTEGRAL SINK. THREE 1-3/4"

DIAMETER DECK HOLES AT 2" O.C. COLOR AS SELECTED BY OWNER.

PROVIDE STAINLESS STEEL P-TRAP. REFER TO DETAIL FOR MORE

INFORMATION.

FAUCET - PIVOT ACTION LEVER STYLE SINGLE-HANDLE, METAL

CONSTRUCTION. FLOW LIMITED TO 1.5 GPM MAXIMUM AT 60 PSI,

METAL POP UP WASTE ASSEMBLY, "MOEN" CHATEAU MODEL L4621.

VT1B2237

37"W x 22"D

SWANSTONELAV-1

SH-1 KOHLER AWAKEN G110

MODEL #K-99242-G

MULTIFUNCTION HANDSHOWER, 24" SLIDEBAR W/ADJSTABLE

MOUNTING BRACKETS AND A 60" SMOOTH HOSE (OR APPROVED

EQUAL). FINISH AS SELECTED BY OWNER.

REMOVE EXISTING VINYL FLOORING, TOILET, SINK, FLOOR DRAINS, AND ALL ASSOCIATED PIPING WITHIN BATHROOM SPACE.

REMOVE ALL GRAB BARS, TOWEL BARS, AND MIRROR.

REMOVE ALL SWITCHES, RECEPTACLES, LIGHT FIXTURES, EXHAUST FAN, AND CONDUCTORS BACK TO ELECTRICAL PANEL.

REMOVE GYPSUM WALL BOARD ON CEILING AND ALL WALLS BACK TO EXISTING FRAMING.

REMOVE EXISTING CABINETRY

KEY NOTES

EXISTING DOOR AND CAST TRIM TO REMAIN2

"ZURN" FD2 SERIES FLOOR DRAIN WITH STAINLESS STEEL STRAINER, AS MANUFACTURED BY "ZURN" (OR APPROVED EQUAL).

FLOOR DRAIN DISCHARGE TO MATCH EXISTING SANITARY PIPING DIAMETER. CONNECT NEW FLOOR DRAIN TO EXISTING

SANITARY PIPING SYSTEM. MODIFY THE EXISTING PIPING AS NECESSARY FOR INSTALLATION.

NEW EPOXY FLOOR FINISH SYSTEM OVER ENTIRE BATHROOM FLOOR AREA AND SHOWER FLOOR AREA WITH INTEGRAL 6"

HIGH COVE BASE. DUR-A-QUARTZ WITH STANDARAD SLIP-RESISTANT FINISH TEXTURE AS MANUFACTURED BY DUR-A-FLEX OR

APPROVED EQUAL. SLOPE NEW EPOXY FLOORING TOWARDS DRAINS AND AS NOTED ON DRAWINGS. COLOR OF FLOORING BY

OWNER. REFER TO SPECIFICATIONS. PREP / REPAIR EXISTING PLYWOOD SUBFLOOR AS REQUIRED TO MEET SPECIFICATION OF

NEW FLOOR MATERIAL. PROVIDE MARINE GRADE PLYWOOD AT SHOWER.

1/4" THICK SOLID SURFACE WALL PANEL MATERIAL AS MANUFACTURED BY "WILSONART" (OR APPROVED EQUAL) ON ALL

WALLS IN BATHROOM. SEE DETAILS FOR MORE INFORMATION.

5/8" GOLD BOND HI-ABUSE XP GYPSUM PANELS AS MANUFACTURED BY NATIONAL GYPSUM (OR APPROVED EQUAL)

THROUGHOUT BATHROOM WALLS AND CEILING. PRIME AND PAINT CEILING.

WATER CLOSET AND GRAB BARS. SEE PLUMBING FIXTURE SCHEDULE.

SOLID SURFACE VANITY TOP ASSEMBLY WITH INTEGRAL BOWL. SEE PLUMBING FIXTURE SCHEDULE AND DETAILS. ALL

EXPOSED PIPING TO BE INSULATED. PROVIDE (2) ADA COMPLIANT SUPPORT BRACKETS, MODEL #EH-1818-LV MANUFACTURED

BY "RAKKS" (OR APPROVED EQUAL) PROVIDE IN WALL BLOCKING AS REQUIRED.

BATHROOM STORAGE WALL CABINET, "DESIGN HOUSE" WYNDHAM 24"W x 26"H x 8"D (WHITE).

FRAMED MIRROR MODEL #0535-2436 AS MANUFACTURED BY "AMERICAN SPECIALTIES" (OR APPROVED EQUAL).

THRESHOLD AT EXISTING DOOR. SEE DETAIL.

RECESSED MOUNTED TOILET PAPER DISPENSER HOLDER MODEL #7402 AS MANUFACTURED BY "AMERICAN SPECIALTIES"

(OR APPROVED EQUAL). FINISH AS SELECTED BY OWNER.

INFILL PARTITION TO MATCH EXISTING.

EXISTING DOOR AND FRAME. PREP, PRIME, AND PAINT. COLOR BY OWNER.

ELECTRICAL SWITCHES. SEE CEILING PLAN.

GFCI ELECTRICAL RECEPTACLE.

SUPPLY AIR GRILLE WITH DAMPER TO MATCH EXISTING. (WHITE).

EXHAUST FAN/LIGHT. RIGID DUCTWORK TO ROOF. SEE DETAIL.

NEW HAND HELD SHOWER HEAD UNIT. SEE PLUMBING FIXTURE SCHEDULE. MOUNT CONTROLS AT 42" AFF.

DEMOLITION

NEW CONSTRUCTION

WATER CLOSET

CL

7" MIN

9" MAX

36" MIN

42" MIN 12" MAX

M

IN 39" - 41"

1' - 6"

MIRROR

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COUNTER & SINK

8" MIN

17" MIN

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M

IN

M

IN

STANDARD ACCESSIBLE MOUNTING HEIGHTS

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- 1

- 3

- 4

6" MAX

ACCESSIBLE SHOWER UNIT

M

IN

M A

X

M

IN

- 6

- 3

4" MAX

6" MAX

24" MIN

6" MAXA1

WC-1

LAV-1

NOTE:

1. PROVIDE CONCEALED

BLOCKING IN WALLS

FOR GRAB BARS AND

OTHER ACCESSORIES.

2. NO FLOOR

THRESHOLDS SHALL BE

MORE THAN 1/2".

5' - 0" CLR.

SH-1

A1

'-0

C

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A1

FLUSH THRESHOLD FROM ROOM

TO SHOWER INDICATES HIGH

POINT OF FLOOR (+1/2" MAX.)

EXISTING CEILING FRAMING

EXISTING FLOOR STRUCTURE

5/8" HI ABUSE XP GYPSUM

PANELS SYSTEM AT CEILING

PRIMED AND PAINTED

1/8" EXPANSION GAP FILLED WITH

SILICON

1/4" SOLID SURFACE PANELS

SECURED TO GYPSUM BOARD WITH

100% SILICONE ADHESIVE PER

MANUFACTURER RECOMMENDATIONS

5/8" HI ABUSE XP GYPSUM PANELS

SYSTEM IN ENTIRE BATHROOM OVER

EXISTING FRAMING

1/4" SOLID SURFACE PANELS

SECURED TO GYPSUM BOARD WITH

100% SILICONE ADHESIVE PER

MANUFACTURER RECOMMENDATIONS

5/8" HI ABUSE XP GYPSUM PANELS

SYSTEM IN ENTIRE BATHROOM OVER

EXISTING FRAMING

1/8" EXPANSION GAP FILLED WITH

SILICON

SCHLUTER Q100E STRIP (CONTINUOUS)

HARD BOARD BACKER TO CREATE

FLUSH TRANSITION

3/4" RADIUS COVE AT BASE, FLASH BELOW

EPOXY FLOORING AT BASE

PROVIDE LEVELING COMPOUND BELOW

EPOXY FLOORING TO PITCH FLOOR

TOWARD SHOWER DRAIN

SOLID BLOCKING IN WALL

5/8" HI ABUSE XP GYPSUM

WALL PANELS

GRAB BAR

SECURE GRAB BAR INTO STUDS

/ SOLID WOOD BLOCKING

SILICONE AT WALL FLANGES

1/4" SOLID SURFACE PANELS

EXISTING FLOOR STRUCTURE

MARBLE THRESHOLD WITH

SINGLE HOLLYWOOD BEVEL,

INSTALLED OVER THIN SET,

COLOR SLECTED BY OWNER

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EXISTING FLOOR OUTSIDE

OF BATHROOM TO REMAIN

NEW BATHROOM FLOORING,

SEE FLOOR PLAN

1/2" MIN.

EXISTING ASPHALT ROOF SHINGLE SYSTEM

NEW EXHAUST FAN VENT TERMINATION CAP

FLASHING FLANGE

PROVIDE SELF ADHERING SHEET

UNDERLAYMENT MIN. 18"

AROUND ROOF PENETRATION

PROVIDE AND INSTALL NEW RIGID

DUCTWORK FROM EXHAUST FAN

TO ROOF CAP COMPLETE

REMOVE AND REINSTALL SHINGLES

TO FLASH IN VENT HOOD

WALL BRACKETS, SEE NOTES

PL. LAM. ON 3/4" PT SUBSTRATE

APRON ON TWO SIDES OF VANITY,

PROVIDE PT BLOCKING BEHIND

PROVIDE CONCEALED BLOCKING

AS REQUIRED IN WALL

PL. LAM. ON 3/4" TREATED PLYWOOD

SUBSTRATE. REMOVABLE PANEL

SECURED WITH Z-CLIPS MOUNTED TO

3"x3" CLEAT AT EACH END

SOLID SURFACE INTEGRAL

SINK / VANITY TOP

6" MAX.

1"

8" MIN.

(9

M

IN

FIN. FLR.

PROVIDE ADDITIONAL

WALL CLEATS TO

SECURE VANITY TOP

AS REQUIRED

EXISTING WALL FRAMING

1/4" SOLID SURFACE PANELS SECURED TO

GYPSUM BOARD WITH FLEXIBLE PANEL ADHESIVE

1/8" EXPANSION GAP FILLED WITH SILICON

5/8" HI ABUSE XP GYPSUM PANELS SYSTEM IN

ENTIRE BATHROOM OVER EXISTING FRAMING

EXISTING WALL FRAMING

1/4" SOLID SURFACE PANELS SECURED TO GYPSUM

BOARD WITH FLEXIBLE PANEL ADHESIVE

1/8" EXPANSION GAP FILLED WITH SILICON

5/8" HI ABUSE XP GYPSUM PANELS SYSTEM IN

ENTIRE BATHROOM OVER EXISTING FRAMING

1/4" SOLID SURFACE PANELS SECURED TO GYPSUM

BOARD WITH FLEXIBLE PANEL ADHESIVE

1/8" EXPANSION GAP FILLED WITH SILICON

5/8" HI ABUSE XP GYPSUM PANELS SYSTEM

OVER NEW FRAMING; BOTH SIDES

1/4" SOLID SURFACE PANELS SECURED TO GYPSUM

BOARD WITH FLEXIBLE PANEL ADHESIVE; BOTH SIDES

2x4 STUDS 16" O.C.; COORDINATE STUD LOCATION W/

PLUMBING SUPPLY & RETURN

1/4" SOLID SURFACE CORNER TRIM WITH HALF

BULLNOSE OR EASED EDGE PER MFR. SECURED TO

GYPSUM BOARD WITH FLEXIBLE PANEL ADHESIVE

PROVIDE 2 LAYERS 3/4" MARINE

GRADE PLYWOOD SUBFLOOR;

GLUED & SCREWED 6" O.C.

SHOWER DRAIN

EPOXY MORTAR BASE PER FLOORING MFR,

SLOPE TO DRAIN

EPOXY/URETHANE COATING -

TERMINATE AT DRAIN W/ KEYED EDGE

NEW SHOWER DRAIN. PLUG WEEPS

PRIOR TO TROWELING EPOXY MORTAR.

NEW SANITARY LINE. CONNECT TO

EXISTING SANITARY. PROVIDE

ACCESSIBLE CLEAN OUT IN BASEMENT.

EXISTING FLOOR STRUCTURE

ELAST-O-COAT WATERPROOF MEMBRANE

- IMBED W/ FIBERGLASS TAPE

3/4" MARINE GRADE PLYWOOD - FULLY

SUPPORT AND SCREW INTO CONTINUOUS

WOOD BLOCKING BELOW

DRAIN BOX TO BE PRIMED W/ ELAST-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 (ALL AS PER

MANUFACTURER'S RECOMMENDATIONS)

SLOPE TOWARD DRAIN

PROVIDE 1/2" MARINE GRADE PLYWOOD O/

3/4" MARINE GRADE PLYWOOD SUBFLOOR;

GLUED & SCREWED 6" O.C.

FLOOR DRAIN

EPOXY/URETHANE COATING -

TERMINATE AT DRAIN W/ KEYED EDGE

NEW FLOOR DRAIN. PLUG WEEPS PRIOR

TO TROWELING EPOXY MORTAR.

NEW SANITARY LINE. CONNECT TO

EXISTING SANITARY. PROVIDE

ACCESSIBLE CLEAN OUT IN BASEMENT.

EXISTING FLOOR STRUCTURE

3/4" MARINE GRADE PLYWOOD - FULLY

SUPPORT AND SCREW INTO CONTINUOUS

WOOD BLOCKING BELOW

DRAIN BOX TO BE PRIMED W/ ELAST-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 (ALL AS PER

MANUFACTURER'S RECOMMENDATIONS)

ELAST-O-COAT WATERPROOF MEMBRANE

- IMBED W/ FIBERGLASS TAPE

EPOXY MORTAR BASE PER FLOORING MFR

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IT IS A VIOLATION OF THE LAW FOR ANY PERSON, EXCEPT A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER THIS DRAWING IN ANY WAY. IF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR ALTERS THIS DRAWING THEY MUST ATTACH THEIR SEAL AND NOTATION

"ALTERED BY" FOLLOWED BY A SIGNATURE AND THE DATE AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

FOR PERMIT

A s i n d ic a te d

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-0

1/4" = 1'-0"

DEMO FLOOR PLAN

1/4" = 1'-0"

REFLECTED CEILING PLAN

1/4" = 1'-0"

ELEVATION A

1/4" = 1'-0"

ELEVATION B

1/4" = 1'-0"

ELEVATION C

1/4" = 1'-0"

ELEVATION D

1/4" = 1'-0"

FIRST FLOOR - NEW WORK

3" = 1'-0"

TYPICAL WALL SECTION

3" = 1'-0"

BLOCKING AT GRAB BAR

6" = 1'-0"

DOOR THRESHOLD

3" = 1'-0"

EXHAUST CAP AT ROOF

1 1/2" = 1'-0"

SINK BASE DETAIL

3" = 1'-0"

SOLID SURFACE WALL PANELS AT

VERTICAL JOINT

3" = 1'-0"

TYPICAL INSIDE CORNER SOLID

SURFACE WALL PANELS

3" = 1'-0"

PARTITION - PLAN VIEW

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FLOOR DRAIN DETAILS

1.01 Project Overview

The Bathroom Renovation project consists of the following general scope

(refer to specifications and drawings for more detail):

1. Remove all existing finishes, fixtures, etc. down to existing wood framing

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

3. Provide all new electrical wiring back to panel board for new bathroom lighting, fan, and receptacles.

4. Provide all new supply and sanitary waste piping within bathroom space.

1.02 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.

SECTION 09 67 26 QUARTZ FLOORING

DUR-A-QUARTZ TM (Trowel Method) EPOXY FLOORING WITH URETHANE TOPCOAT

PART 1 GENERAL

1.01 Related Documents

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

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

1.02 Summary

A. This section includes the following:

1. Quartz flooring system as shown on the drawings and in schedules.

1.03 System Description

A. The work shall consist of preparation of the substrate, the furnishing and application of an epoxy based trowel applied flooring system with Q11/Q28 colored quartz aggregate with clear epoxy grout coat and urethane topcoat.

The system shall have the color and texture as specified by the Owner with a nominal thickness of 3/16 inch. It shall be applied to the prepared area(s) as defined in the plans strictly in accordance with the Manufacturer's recommendations.

B. Cove base to be applied all at locations in this project and per Manufacturer's standard details unless otherwise noted.

1.04 Submittals

A. Product Data: Latest edition of Manufacturer's literature including performance data and installation procedures.

B. Manufacturer's Safety Data Sheet (SDS) for each product being used.

C. Samples: Provide a 3" Square sample of the proposed system. Color, texture, and thickness shall be representative of overall appearance of finished system.

REMOVALS, CUTTING, AND PATCHING

PART 1 GENERAL

1.03 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.

PART 2 PRODUCTS

2.01 Materials

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

PART 3 EXECUTION

3.01 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.

3.02 Preparation

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

3.03 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.

3.03 Application

A. General

1. The system shall be applied in six distinct steps as listed below:

a. Substrate preparation

b. Priming

c. Trowel Epoxy Quartz Mortar

d. Grout coat application

e. Topcoat application

1. 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.

2. The handling, mixing and addition of components shall be performed in a safe manner to achieve the desired results in accordance with the Manufacturer's recommendations.

3. Slope to drains as noted with Manufacturer's Epoxy Mortar.

The system shall follow the contour of the substrate.

4. 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 primer shall be applied by a flat squeegee and back rolled at the rate of

200 sf/gal to yield a dry film thickness of 4 mils.

C. Epoxy Quartz Mortar

1. The epoxy quartz mortar shall be applied as a troweled epoxy mortar at 3/16" thickness over a wet epoxy primer.

2. The epoxy quartz mortar shall be comprised of two components, a resin, and hardener as supplied by the Manufacturer and mixed in the ratio of 2 parts resin to 1 part hardener. A blend of 2 parts Q11 Quartz and 1 part Q28 Quartz is mixed with the epoxy and troweled onto the substrate with a flat trowel at a thickness of 3/16". Allow material to fully cure overnight.

D. Grout Coat

1. The grout coat shall be comprised of a liquid resin and a liquid hardener that is mixed in the ratio of 1 part hardener to 2 parts resin and installed per the manufacturer's recommendations.

2. The grout coat shall be squeegee applied and back rolled with a coverage rate of 90-100 sf/gal.

E. Topcoat

1. The topcoat of Armor Top shall be roller applied at the rate of 500 sf/gal to yield a dry film thickness of 3 mils.

2. The topcoat shall be comprised of a liquid resin, hardener and grit that is mixed per the manufacturer's instructions.

3. The finish floor will have a nominal thickness of 3/16 inch.

3.04 Field Quality Control

A. Tests, Inspection

1. The following tests shall be conducted by the Applicator.

a. Temperature

i. Air, substrate temperatures and, if applicable, dew point.

b. Coverage Rates

i. Rates for all layers shall be monitored by checking quantity of material used against the area covered.

3.05 Cleaning and Protection

A. Cure flooring material in compliance with manufacturer's directions, taking care to prevent their contamination during stages of application and prior to completion of the curing process.

B. Remove masking. Perform detail cleaning at floor termination, to leave cleanable surface for subsequent work of other sections.

PART 3 EXECUTION

3.01 Examination

A. Examine substrates, areas and conditions, with Applicator present for compliance with requirements for maximum moisture content, installation tolerances and other conditions affecting flooring performance.

1. Verify that substrates and conditions are satisfactory for flooring installation and comply with requirements specified.

3.02 Preparation

A. General

1. New and existing concrete surfaces shall be free of oil, grease, curing compounds, loose particles, moss, algae growth, laitance, friable matter, dirt, and bituminous products.

2. Moisture Testing: Perform tests recommended by manufacturer and as follows

a. Perform anhydrous calcium chloride test ASTM F 1869-98.

Application will proceed only when the vapor/moisture emission rates from the slab is less than and not higher than 3 lbs/1,000 sf/24 hours.

b. Perform relative humidity test using in situ probes, ASTM F 2170. Proceed with installation only after substrates have a maximum 75% relative humidity level measurement.

c. If the vapor emission exceeds 75% relative humidity or

3 lbs/1,000 sf/24 hrs then Dur-A-Flex, Inc. Dur-A-Glaze

MVP Primer moisture mitigation system must be installed prior to resinous flooring installation. Slab-on-grade substrates without a vapor barrier may also require the moisture mitigation system.

3. There shall be no visible moisture present on the surface at the time of application of the system. Compressed oil-free air and/or a light passing of a propane torch may be used to dry the substrate.

4. Mechanical surface preparation

a. Shot blast all surfaces to receive flooring system with a mobile steel shot, dust recycling machine (Blastrac or equal).

All surfaces and embedded accumulation of paint, toppings hardened concrete layers, laitance, power trowel finishes and other similar surface characteristics shall be completely removed leaving a bare concrete surface having a minimum profile of CSP 3-4 as described by the International Concrete

Repair Institute.

b. Floor areas inaccessible to the mobile blast machines shall be mechanically abraded to the same degree of cleanliness, soundness and profile using diamond grinders, needle guns, bush hammers, or other suitable equipment.

c. Where the perimeter of the substrate to be coated is not adjacent to a wall or curb, a minimum of 1/4 inch key cut shall be made to properly seat the system providing a smooth transition between areas. The detail cut shall also apply to drain perimeters and expansion joint edges.

d. Cracks and joints (non-moving) greater than 1/8 inch wide are to be chiseled or chipped-out and repaired per manufacturer's recommendations.PART 2 PRODUCTS

2.01 Flooring

A. Dur-A-Flex, Inc. Dur-A-Quartz, Epoxy-Based seamless flooring system.

1. System Materials

a. Primer: Dur-A-Flex, Inc. Dur-A-Glaze #4 resin and hardner.

b. Epoxy Quartz Mortar: Dur-A-Flex, Inc. Dur-A-Glaze

#4 Cove Rez and hardner.

c. The quartz aggregate shall be Dur-A-Flex, Inc.

Q-11/Q-28 colored quartz aggregate.

d. Grout coat: Dur-A-Flex, Inc. Dur-A-Glaze #4 Cove

Rez and Water Clear hardener.

e. Topcoat: Dur-A-Flex, Inc. Armor Top resin, hardener, and grit.

2. Patch Materials

a. Shallow Fill and Patching: Dur-A-Flex, Inc.

Dur-A-Glaze #4 Cove Rez.

b. Deep Fill and Sloping Material (over 1/4 inch):

Dur-A-Flex, Inc. Dur-A-Crete.

2.02 Manufacturer

A. Dur-A-Flex, Inc. 95 Goodwin Street, East Hartford, CT 06108, Phone

(877) 251-5418, email: contact_us@dur-a-flex.com

B. Manufacturer of Approved System shall be single source and made in the USA.

2.03 Product Requirements

A. Primer Dur-A-Glaze #4

1. Percent Solids 100%

2. VOCs 0 g/L

3. Compressive Strength, ASTM D 695 16,000 psi

4. Tensile Strength, ASTM D 638 3,700 psi

5. Flexural Strength, ASTM D 790 4,700 psi

6. Abrasion Resistance, ASTM D 4060

C-10 Wheel, 1,000 gm load, 1,000 cycles 35 mg loss

7. Flame Spread/NFPA-101, ASTM E 84 Class A

8. Izod Impact ASTM D-256 0.50

9. Water Absorption ASTM D-570 0.04%

10. Pot Life @70 deg F 20 minutes

B. Epoxy Quartz Mortar Dur-A-Glaze #4/Q11-Q28 Quartz

1. Percent Solids 100%

2. VOCs 0 g/L

3. Compressive Strength, ASTM D 695 16,000psi

4. Tensile Strength, ASTM D 638 3,700 psi

5. Flexural Strength, ASTM D 790 4,700 psi

6. Abrasion Resistance, ASTM D 4060

C-10 Wheel, 1,000 gm load, 1,000 cycles 35 mg loss

7. Flame Spread/NFPA-101, ASTM E 84 Class A

8. Izod Impact ASTM D-256 0.50

9. Water Absorption ASTM D-570 0.04%

10. Pot Life @70 deg F 20 minutes

C. Topcoat Armor Top

1. Percent Solids 95.2%

2. VOCs 0 g/L

3. Tensile Strength, ASTM D 2370 7,000 psi

4. Adhesion, ASTM 4541 Substrate Failure

5. Hardness, ASTM D 3363 >4H

6. 60 Gloss ASTM D 523 Satin 50 +/-10 Gloss 75 +/-10

7. Abrasion Resistance, ASTM D4060 Gloss Satin

CS Wheel (1,000 gm load) 1,000 cycles 4 8 mg loss with grit

10 12 mg loss without grit

8. Pot Life @ 70 deg F, 50% RH 45 minutes

9. Full Chemical Resistance 7 days

1.05 Quality Assurance

A. The Manufacturer shall have a minimum of 10 years experience in the production, sales, and technical support of epoxy and urethane industrial flooring and related materials.

B. The Applicator shall have been approved by the flooring system manufacturer in all phases of surface preparation and application of the product specified.

C. No requests for substitutions shall be considered that would change the generic type of the specified System.

D. System shall be in compliance with the Indoor Air Quality requirements of

California Section 01350 as verified by a qualified independent testing laboratory.

F. A pre-installation conference shall be held between Applicator, General Contractor, and the Owner for review and clarification of this specification, application procedure, quality control, inspection and acceptance criteria and production schedule.

1.06 Product Delivery

A. Packing and Shipping

1. All components of the system shall be delivered to the site in the Manufacturer's packaging, clearly identified with the product type and batch number.

B. Storage and Protection

1. The Applicator shall be provided with a storage area for all components. This area shall be between 60 deg F and 90 deg F, dry, out of direct sunlight and in accordance with the Manufacturer's recommendations and relevant health and safety regulations.

C. Waste Disposal

1. The Applicator shall be provided with adequate disposal facilities for non-hazardous waste generated during installation of the system.

1.07 Project Conditions

A. Site Requirements

1. Application may proceed while air, material and substrate temperatures are between 60 deg F and 90 deg F providing the substrate temperature is above the dew point. Outside of this range, the Manufacturer shall be consulted.

2. The relative humidity in the specific location of the application shall be less than 85% and the surface temperature shall be at least 5 deg F above the dew point.

3. The Applicator shall ensure that adequate ventilation is available for the work area.

4. The Applicator shall be supplied with adequate lighting equal to the final lighting level during the preparation and installation of the system.

B. Conditions of new concrete to be coated with epoxy material

1. Concrete shall be moisture cured for a minimum of 7 days and have fully cured a minimum of twenty eight days in accordance with ACI-308 prior to the application of the coating system pending moisture tests.

C. Safety Requirements

1. All open flames and spark-producing equipment shall be removed from the work area prior to commencement of application.

2. "No Smoking" signs shall be posted at the entrances to the work area.

3. The Owner shall be responsible for the removal of foodstuffs from the work area.

4. Non-related personnel in the work area shall be kept to a minimum.

1.08 Warranty

A. Dur-A-Flex, Inc. warrants that material shipped to buyers at the time of shipment substantially free from material defects and will perform substantially to Dur-A-Flex, Inc.

published literature if used in accordance with the latest prescribed procedures and prior to the expiration date.

B. Dur-A-Flex, Inc. liability with respect to this warranty is strictly limited to the value of the material purchase.

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IT IS A VIOLATION OF THE LAW FOR ANY PERSON, EXCEPT A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER THIS DRAWING IN ANY WAY. IF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR ALTERS THIS DRAWING THEY MUST ATTACH THEIR SEAL AND NOTATION

"ALTERED BY" FOLLOWED BY A SIGNATURE AND THE DATE AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

FOR PERMIT

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