SECTION 15420 WATER STORAGE TANK PAINTING



Similar documents
SECTION WATER STORAGE TANK PAINTING

A. The CONTRACTOR shall provide pipe coating, complete and in place, in accordance with the Contract Documents.

SECTION FIRE HYDRANTS

SECTION 623 CONCRETE BONDING COMPOUND, EPOXY MORTAR AND EPOXY POLYMER CONCRETE OVERLAY SECTION CONCRETE BONDING COMPOUND.

POLYURETHANE LINING AND COATING ON PIPE RAW WATER

SECTION GROUND WATER STORAGE TANKS

EVALUATION OF THE 5,000,000 GALLON STEEL STANDPIPE SOUTH STANDPIPE EVANSTON, ILLINOIS CITY OF EVANSTON EVANSTON, ILLINOIS

SECTION 1081 COATING OF STRUCTURAL STEEL

COATING & WRAPPING OF UNDERGROUND PIPING

BRIDGE FIELD PAINTING, REPAINTING, 412 AND PAINT RESIDUE CONTAINMENT. A. Field Painting, Bridge Repainting and Residue Containment:

SECTION 560 COATING NEW STRUCTURAL STEEL

GUIDELINE SPECIFICATIONS

Section Four: Linings and Coatings

Tractor Painting Tips

K2 STONE NATURAL VENEER

Pictorial Surface Preparation Standards For Painting Steel Surfaces

Guide Specification STAYFLEX CORROSION CONTROL AND THERMAL INSULATION SYSTEM

SC2000 CEMENT BONDING PROCEDURES

SECTION PREFORMED METAL STANDING SEAM ROOFING

SECTION STANDING SEAM METAL ROOFING

SECTION CEMENT-MORTAR LINED AND COATED STEEL PIPE

PINE-STRAWBERRY WATER IMPROVEMENT DISTRICT P.O. BOX 134 PINE, ARIZONA REQUEST FOR PROPOSALS. 300K Tank Rehab RFP #

STANDARD SPECIFICATIONS SECTION CLEANING AND LINING WATER MAINS

RECOATING AND RENEWING SPF ROOFING SYSTEMS

SIGMACOVER 280. PRODUCT DATA SHEET December 10, 2014 (Revision of March 1, 2014) DESCRIPTION

Note: Minor color change may occur in exposed service, but corrosion protection will not be compromised

Joint Surface Preparation Standard. NACE No. 1/SSPC-SP 5 White Metal Blast Cleaning

SECTION STANDING SEAM METAL ROOF

METAL ROOF RESTORATION SAMPLE DESIGN GUIDELINES

SECTION POLISHED CONCRETE FINISHING

SSPC-SP 6/NACE NO. 3

DENVER MODEL 30 X 30 SPECIFICATIONS

SECTION FREIGHT & PARKING GARAGE ELEVATORS PART I - GENERAL

3M Scotchkote Urethane Coating 165HB

SURFACE PREPARATION STANDARDS

STANDARD SPECIFICATION SECTION STEEL PIPE, FUSION-BONDED EPOXY LINED AND COATED

FIRESTOPPING & SMOKE SEALS

Copyright 1999 Inter-Industry Conference On Auto Collision Repair v.4.0

Read and understand all installation instructions and precautions before installing. GENERAL APPLICATION INSTRUCTIONS

Sun Vinyl New Construction Windows Homeowner's Warranty

PIPING SYSTEM - ABRASIVE SLURRIES Engineering Standard Specification. 96 B. Riutta

Property Test/Standard Description. gloss (70-85) Flash point ISO 3679 Method F (100 C) calculated VOC-US/Hong Kong. US EPA method 24 (tested)

BENTLEY ELEMENTS COLLECTION LVT

Specifications. Preformed Metal Wall and Roof Panels. Alcoa Cladding Systems Manufacturing Plant 100 Industrial Boulevard Eastman, Georgia 31023

ARDEX GUIDE SPECIFICATION ARDEX Exterior Concrete Repair & Resurfacing Polymer-Modified, Cement-Based, Patch & Horizontal Overlay Materials

GUIDE SPECIFICATION COMBINATION SURFACE SYSTEM FOR NEW HOT MIX ASPHALT TENNIS COURTS I. PART 1 - GENERAL

GENERAL RUBBER LINING PRINCIPLES

SIGMACOVER 300. PRODUCT DATA SHEET December 12, 2014 (Revision of November 1, 2013) DESCRIPTION

RUST BULLET, LLC 300 Brinkby Avenue, Suite 200, Reno, NV

City of San Diego, CWP Guidelines

James M. Pleasants Company

TECHNICAL REQUIREMENTS AND SPECIFICATIONS

CORROSION ENGINEERING RESIN-BASED POLYMER CONCRETES AND GROUTS

SECTION 36 - CAST-IN-PLACE CONCRETE PIPE (CIPCP) TABLE OF CONTENTS

Solicitation DTFACN-11-R Attachment #9

Mechanical Installation

COLORADO MODEL. 35 x 65 SPECIFICATIONS

RACQUETBALL, HANDBALL OR SQUASH COURTS AND GYMNASIUM WALL SURFACES

Anderson Ground Storage Tank No. 1 Painting and Rehabilitation Project SAWS Job No Solicitation No. B DD. ADDENDUM No.

EXHIBIT A - SCOPE OF SERVICES CITY OF BREA GRAFFITI REMOVAL SERVICES. March 9, 2015

PRODUCT DATA SHEET Sika Cable System

Autobody/Collision and Repair Technology/Technician CIP Task Grid

SECTION HIGH DENSITY POLYETHYLENE (HDPE) PIPE AND FITTINGS FOR WATER DISTRIBUTION AND TRANSMISSION

SECTION XXXXXX TECHNICAL SPECIFICATIONS FOR INSTALLATION OF PROTECTIVE COATINGS FOR MANHOLES, WETWELLS, AND OTHER SANITARY SEWER STRUCTURES

1. Adhered KEE membrane roofing system. 2. Mechanically fastened KEE membrane roofing system.

Division 9. SignaFlor Pad and Pour Flooring System

A. This Section includes rubberized asphalt sheet membrane waterproofing systems.

Guide Specifications for Maple Flooring Systems

SECTION PREFORMED METAL STANDING SEAM ROOFING PART 1 - GENERAL 1.1 DESCRIPTION OF WORK

A D D E N D U M # 3 QUESTIONS FROM BIDDERS: DATE: November 5, All Bidders. Jenne dos Santos, CBI Consulting Inc. City of Chelsea, MA

DIVISION: PLUMBING SECTION: DOMESTIC WATER PIPING REPORT HOLDER: CURAFLO IP LLC 4035 E. OASIS STREET MESA, AZ 85215

Construction. Sikadur-Combiflex. Sealing system for cracks and problem joints with large movements DESCRIPTION

SECTION CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

NAPCA BULLETIN APPLICATION PROCEDURES FOR CONCRETE WEIGHT COATING APPLIED BY THE COMPRESSION METHOD TO STEEL PIPE

BUILT-UP ROOF COATING SMOOTH and GRANULE SURFACE SPECIFICATION

SECTION 807 PUMP STATION REHABILITATION

2014 SPECIFICATION GUIDE Conveyor Equipment

RAPTOR TRUCK BED LINER - BLACK

VC 104+ Rigid Grade / Rigid Grade Imagine VC 104 Rigid Grade Commercial Customised

AUTO COLLISION REPAIR CERTIFICATE I COURSE DESCRIPTIONS. Total: 18 Credit Hours

White rust on galvanized and galvanized pre-painted steel. Technical Information

Approved. Property Test/Standard Description. matt (0-35) Flash point ISO 3679 Method 1 27 C calculated IED (2010/75/EU) (calculated)

SECTION PRECAST CONCRETE STRUCTURES

SECTION SECTIONAL OVERHEAD DOORS 521 SERIES ALUMINUM SECTIONAL OVERHEAD DOORS

WATERPROOFING FOR CONCRETE STRUCTURES

WATER. Section 3-3 STEEL STORAGE TANKS. The Town Of Buckeye Arizona. Engineering Design Standard. Section 3-3

AIR RELEASE, CLEANOUT, AND SEWER MANHOLES

INDUSTRIAL FLOORING INSTALLATION CHALLENGES. James C. Ziegler, ArmorSeal Product Manager Sherwin Williams Cincinnati, Ohio, USA

INDEX. Sec. No. Items Page Nos.

Guide Specification Precast Concrete Products

Section SEWER PIPE INSTALLATION AND TESTING

Inspection of Water Storage Facilities

APPENDIX C MOISTURE GUIDELINES & MOISTURE TESTING

01 - Plastic Pipe Cements and Primers

SECTION ALUMINUM FRAMED ENTRANCES and STOREFRONTS. System 402 Flush-Glazed Screw Spline Storefront

RESTORE 10X Advanced Resurfacer FAQs Page 1 of 11

GUIDE SPECIFICATIONS FOR PRECAST CONCRETE PRODUCTS

INVITATION TO BID. Contractor Services Associated with:

Infrastructure Services Department. Design & Construction Buildings & Parks SPECIFICATIONS. Walter Baker Sports Centre. Pool Column Repairs

WESTERN COOL ROOF SYSTEMS Sustainable - Energy Efficient FLUID APPLIED REINFORCED ROOF SYSTEM

Transcription:

SECTION 15420 WATER STORAGE TANK PAINTING PART 1 GENERAL.01 SCOPE A. Section Includes Surface preparation, shop priming, and field coating for interior wet, interior dry, and exterior surfaces of steel water storage tank. PART 2 PRODUCTS.01 PAINT MATERIALS A. CONTRACTOR shall furnish one of the alternate proprietary systems EQUAL TO the TNEMEC Company, Inc. systems specified herein. All coatings shall be supplied by one coating manufacturer. Approved coating manufacturers are listed as follows: 1. Keeler and Long, Inc., P. O. Box 460, Watertown, Connecticut 06795. 2. M.A. Bruder & Sons, Inc., Pennsbury Division, 600 Reed Road, Broomall, Pennsylvania 19008. 3. Sherwin Williams Corporation, 101 Prospect Avenue, N.W., Cleveland, Ohio, 44115. 4. Tnemec Company, Inc., P. O. Box 1749, Kansas City, Missouri 64141 5. Carboline Company, 350 Hanley Industrial Court, St. Louis, Missouri, 63144..02 FLEXIBLE SEALANT A. Flexible sealant shall be Sikaflex-1A. Sealant color shall be white for all interior applications..03 ABRASIVES A. Abrasives used for blast cleaning shall be those mentioned in the specifications of the Steel Structures Painting Council. Particular attention shall be given to the maximum particle size requirements. Abrasives must 15420-1

PART 3 EXECUTION be selected to provide the recommended surface profile and degree of cleanliness required..01 SURFACE PREPARATION A. SHOP: All steel surfaces shall be prepared in the shop in accordance with Steel Structures Painting Council SSPC-SP10 "Near White Blast Cleaning". Steel shall be thoroughly cleaned of rust, mill scale, dirt and all other foreign substances. B. INSPECTION: Shop primed surfaces shall be inspected in the field after tank erection and approved by the paint manufacturer prior to the application of any field coatings. The coating manufacturer shall verify the primer thickness and adhesion. Failure of the shop primer to meet manufacturer s requirements shall be sufficient cause for removal of the shop primer, recleaning and application of a field prime coat at no additional expense to the AW. Recoat windows shall be adhered to and/or proper procedures followed if maximum recoat time frames are exceeded. C. Field: 1. Prior to any field coating application, all unused brackets shall be removed from the interior and exterior surfaces. All underlying areas shall be ground smooth. All weld burrs, weld spatter, scars and rough edges shall be ground smooth. 2. All weld seams and any rusted or abraded areas, including rust bloom shall be field prepared, as required. 3. Where necessary, steel surfaces shall be prepared in the field in accordance with Steel Structures Painting Council SSPC-SP10 "Near White Blast Cleaning. D. Contractor shall be responsible for any dust, debris and/or paint droplets which leave the AW s property and/or cause damage to neighboring property. Insufficient containment of abrasive debris and/or generation of nuisance dust beyond the AW s property limits is just cause for shut-down of the job until proper protective measures are in place and violations have been remedied. 15420-2

E. After any and all surface preparation, shop and field, all surfaces shall be thoroughly and completely cleaned of any residue or dust before applying sealer or primer, shop or field coatings..02 SHOP PRIMING A. Fabricated steel plates may be shop primed, subject to all of the requirements of this Division. contractor is required to notify the AW at least two weeks in advance of any shop painting. AW reserves the right to inspect, or have an authorized representative present to inspect all shop coating operations. Failure to provide proper notification in advance of shop coating is cause for rejection of the primer coat and grounds for complete removal and repainting in the field, at no additional cost to the AW. A. If applicable, contractor shall apply the specified primer in the shop, in accordance with manufacturer s recommendations. Steel plates shall be primed leaving a four inch margin along all edges that are to be welded. ANY PRIMER APPLIED TO AREAS THAT ARE TO BE WELDED MUST BE REMOVED IN THE FIELD PRIOR TO WELDING. WELDING OF PAINTED SURFACES WILL NOT BE PERMITTED..03 SEALER APPLICATION A. After cleaning, rough weld areas, areas where sealing is required or depressions where paint will not properly fill the voids, shall be sealed with an epoxy seam sealer recommended by the respective paint manufacturer as listed below. The seam sealer shall be applied only after blast cleaning and prior to coating application. B. Seam sealer will be applied at the roof and shell manholes, vent to shell intersection and all piping connections, unless seal welding of the area has been performed. 1. Keeler and Long - (Not available).. 2. M.A. Bruder & Sons, Inc. - 55-G-155 Seam Sealer. 3. Sherwin Williams - Steel Seam Trowel Grade 920-W-979. 4. Tnemec Company, Inc. - 63-1500 Filler and Surfacer. 5. Carboline - (Not Available). 15420-3

.04 PAINT SYSTEMS A. The coating systems listed below are proprietary to TNEMEC Company, Inc. Equal systems furnished by the manufacturers listed in Part 2.01 above will be acceptable upon review and approval by AW. All coatings and thinners must be supplied by one manufacturer, including shop coating. All paint must be new and purchased for this job. B. INTERIOR WET AREAS: Interior wet surfaces are any surfaces exposed to stored water or its vapor. Interior wet areas shall be coated with a three coat high-build epoxy system, NSF approved for use in potable water. The minimum dry film thickness of the interior coating system shall be 11mils. Manufacturers recommended curing times and recoat windows between each coat must be strictly adhered to. 1. Three-coat high-build epoxy system manufactured by Tnemec Company, Inc. a. Primer Coat - Tnemec Series 20-44BR Beige Pota-Pox, to a dry film thickness of 3.0 to 5.0 mils. Primer at weld seams to be applied by brush. Allow 12 hours before handling or recoating. b. Intermediate Coat - Tnemec Series 20-39BL Delft Blue Pota- Pox, to a dry film thickness of 4.0 to 5.0 mils. Allow 24 hours before recoating. c. Finish Coat - Tnemec 20-15BL Tank White Pota-Pox, to a dry film thickness of 4.0 to 5.0 mils. C. EXTERIOR SURFACES: Exterior surfaces are all surfaces exposed to the weather. Exterior surfaces shall be coated with a three coat high-build epoxy-polyurethane system. The minimum dry film thickness of the exterior coating system shall be 9.0 mils. Manufacturers recommended curing times and recoat windows between each coat shall be strictly adhered to. 1. Three-coat high-build epoxy-polyurethane system manufactured by Tnemec Company, Inc.: a. Primer Coat - Tnemec Series 66-44BR Beige, to a dry film thickness of 3.0 to 5.0 mils. Coating at weld seams to be applied by brush. Allow 12 hours before handling or recoating. b. Intermediate Coat - Tnemec Series 66, (color later) to a dry film thickness of 4.0 to 5.0 mils. Allow 24 hours before recoating. 15420-4

.05 FLEXIBLE SEALANT c. Finish Coat - Tnemec Series 1075 Acrylic Polyurethane, (color later), to a dry film thickness of 2.0 to 3.0 mils. A. After final curing of the finish interior coat, a flexible polyurethane sealant shall be applied to the roof stiffener-to-roof interfaces, if any, the circumferential stiffener angle-to-roof plate intersection, the unwelded roof lap seams and at the center hub connections or any other areas which are difficult to paint and subject to corrosion and movement. Sealant shall be applied in accordance with all manufacturer s recommendations and in a neat and workmanlike manner. Sealant shall be approved for use in potable water and shall be certified by USEPA, ANSI/NSF and any applicable local health regulatory agencies..06 INSPECTION A. All cleaning and painting shall be subject to inspection by a designated representative of AW and/or the paint manufacturer. B. The contractor shall make all work accessible to AW S representative by having available the appropriate rigging and equipment. Any rigging removed prior to proper inspection and approval shall be reinstalled at the contractor s expense. This shall also apply at the one year anniversary inspection. C. The contractor will have available at the site an Elcometer or Mikrotest gauge for measuring dry film thickness and uniformity of the paint coating. AW may elect to use a low voltage holiday detector to check the finished paint film integrity. 3.07 CURING A. The tank shall remain empty with all hatches and vents open for a minimum of seven days following the last coating operations. Forced air ventilation shall be provided, if deemed necessary by AW, to facilitate complete and timely curing. B. Following the recommended curing time, AW S representative, along with a representative of the paint manufacturer will perform testing to insure that the coatings are properly cured. At a minimum, pencil hardness tests and MEK rub tests will be conducted. The contractor is required to obtain from the paint manufacturer certification that the coatings have been applied in accordance will all recommendations and are in a proper state of cure prior to disinfection and filling of the tank. 15420-5

C. Disinfection of the tank will be performed in accordance with Specification Section 15430. The contractor shall be responsible for disinfection of the tank upon completion of the touch-up repairs. END OF SECTION 15420 15420-6