HomeMy WebLinkAboutDIVISION 02-16 Bid DetailsPROJECT
Renton Municipal Airport Bldg. 243 Remodel
243 W. Perimeter Rd. – Unit A
Renton, WA 98057
OWNER
City of Renton
616 W. Perimeter Rd. – Unit A
Renton, WA 98057
Phone: (206) 200-6811
Proj. Mgr.: William Adams
E-mail: wadams@rentonwa.gov
ARCHITECT
Johnston Architects
100 NE Northlake Way
Seattle, WA 98105
Phone: (208) 207-9334
Proj. Arch: Genevieve Theriault, AIA
E-mail: gtheriault@johnstonarchitects.com
SPECIFICATIONS CONSULTANT
Paul Edlund, FCSI
1200 Overlook Dr. – Apt. 276
Lake Oswego, OR 97034
Phone: (503) 638-1426
Proj. Consult.: Paul Edlund, FCSI/CCS/AIA Emeritus
Architect's Project Number: 21057
Date: October 5, 2022
TOC-1
TABLE OF CONTENTS
This Project Manual has been organized under the format of the Construction Specifications Institute (CSI). Section
numbers are listed merely for identification and they may not be consecutive. The Contractor shall check the contents
of this Manual against this Table of Contents to assure that this volume is complete.
DIVISION 2 - EXISTING CONDITIONS & SITE CONSTRUCTION
02 2200 Demolition
02 2300 Site Clearing
02 7700 Concrete Walks & Ramps
DIVISION 3 - CONCRETE
03 1000 Concrete Formwork
03 2000 Concrete Reinforcement
03 3000 Cast-in-place Concrete
03 3590 Polishing Existing Concrete Floor Slabs
DIVISION 4 - MASONRY
None included
DIVISION 5 - METALS
05 7000 Metal & Glass Railings
DIVISION 6 - WOOD & PLASTICS
06 1000 Rough Carpentry
06 2200 Finish Carpentry
06 3100 Wood Preservative Treatment
06 4100 Custom-built Casework & Shelving
06 6500 Solid Surface Countertops
DIVISION 7 - THERMAL & MOISTURE PROTECTION
07 1800 Transparent Water Repellent
07 6200 Sheetmetal Flashing & Trim
07 9200 Joint Sealants
DIVISION 8 – OPENINGS
08 2100 Wood Doors
08 4000 Aluminum Entrance Doors & Frames Replacement
08 5000 Metal Windows
08 7100 Door Hardware
08 8000 Glazing
TOC-2
DIVISION 9 - FINISHES
09 1000 Steel Wall Framing
09 2500 Gypsum Board
09 3100 Ceramic Tile
09 5100 Acoustic Batt Insulation
09 6800 Carpet Tile
09 7700 Acoustic Wall Fabric
09 9000 Painting & Coating
DIVISION 10 - SPECIALTIES
10 8000 Toilet & Bath Accessories
10 9900 Miscellaneous Specialties
DIVISION 11 - EQUIPMENT
11 0050 Owner Furnished Equipment Installation
11 4520 Appliances
DIVISION 12 - FURNISHINGS
12 5100 Window Blinds
DIVISION 13 - SPECIAL CONSTRUCTION
None included
DIVISION 14 - CONVEYING SYSTEMS
None included
DIVISION 15 - MECHANICAL
15 2200 Sanitary Sewer System
15 3100 Water Supply System
15 3200 Plumbing Fixtures & Fittings
15 3250 Disinfecting Water Supply Systems
15 6000 Pipe Insulation
DIVISION 16 - ELECTRICAL
16 1000 Electrical
END OF TABLE
SECTION 02 2200 02 2200-1
DEMOLITION
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 02 2200-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 WORK INCLUDED
A. Do all demolition required for completion of Work shown on Drawings or in Specifications.
B. Include the following:
1. Remove any Adhesives remaining after any existing Wall Covering, Mirrors,
Ceramic Tile, Resilient Flooring, or Carpet have been removed.
2. Remove any Setting-bed Mortar or Adhesives remaining after any existing
Ceramic Tile has been removed.
3. Remove any surplus Hangers remaining after any existing Suspended Ceilings,
Mechanical Equipment, or Electrical Equipment have been removed.
4. Remove any inactive Piping or Conduit which are exposed by Demolition Work.
1.3 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Materials Recycling & Waste Management: Section 01 7419
1.4 SALVAGE
A. All Surplus Material becomes property of Contractor.
B. Surplus Material may be re-used on Work only if Architect judges it equal to specified Products.
C. Certain Items are specifically noted on Drawings for re-use.
D. Remove all other Surplus Material from Site.
1.5 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.6 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
SECTION 02 2200 02 2200-2
DEMOLITION
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 02 2200-2
PART 1 - GENERAL
1.7 REGULATORY AGENCY REQUIREMENTS
A. Obtain and pay for any required Permits.
B. Comply with governing Environmental and Hazardous Material regulations, ordinances,
and requirements.
C. Removal of any Lead-base Paint Products (exceeding 20 sq. ft of Exterior Surface
or 6 sq. ft. of Interior Surface) must be performed by Workers who have been Pre-
certified by Environmental Protection Agency.
1.8 LEAD DUST REMOVAL
A. The Existing Structure is older than 1978, therefore comply with Federal Lead Dust
Removal Law requirements, including the following:
1. Provide HEPA Filter equipped Vacuums and other necessary Dust-removal Tools
2. Upon Work completion issue Law-compliance Certificate to Owner.
1.9 SAFETY REQUIREMENTS
A. If more restrictive than requirements specified herein, conform to applicable
requirements of the following:
1. Building Code
2. ANSI A10.6 "Safety Requirements for Demolition"
3. OSHA
1.10 EXCESSIVE NOISE
A. Comply with requirements specified in Section 01 1000.
PART 2 - PRODUCTS
2.1 TEMPORARY PARTITION MATERIAL
A. Material: Plywood:
B. APA Grade: C-D Exposure 1
C. Minimum Thickness: 1/2 inch
SECTION 02 2200 02 2200-3
DEMOLITION
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 02 2200-3
PART 2 - PRODUCTS
2.2 DUST FILTER MATERIAL
A. Material: Fiberglass Thermal Insulation Blanket
B. Minimum Thickness: 1 inch
2.3 WHEELING EQUIPMENT
A. Use Pneumatic-tired Equipment only for Interior Work.
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that portion of Structure to be demolished is vacant and not in use.
B. Do not start Work until conditions are satisfactory.
C. Should any suspected Asbestos, Lead Paint, or other Hazardous Material be encountered
perform the following:
1. Immediately notify Architect and Dept. of Environmental Quality.
2. Comply with Architect's directions and Regulatory Agency requirements.
3. Owner will employ Testing Lab to confirm presence of Hazardous Material.
4. Perform no Work that could disturb or spread suspected Hazardous Material.
5. If Laboratory Tests confirm presence of Hazardous Material; Owner will remove,
contain, or encapsulate Hazardous Material; and will issue Change Order
increasing Contract Sum for any proven additional cost to Contractor and
extending Contract Completion Date for any proven loss of Contractor's time.
D. Should any unacceptable existing conditions be exposed by Demolition Work, perform
the following:
1. Immediately notify Architect.
2. If Owner confirms presence of unacceptable conditions; Owner will issue Change
Order increasing Contract Sum for any proven additional cost to Contractor and
extending Contract Completion Date for any proven loss of Contractor's time.
(Cont.)
SECTION 02 2200 02 2200-4
DEMOLITION
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 02 2200-4
PART 3 - EXECUTION
3.2 PROTECTION
A. General:
1. Protect portions of existing Building which are to remain against damage
and discoloration.
2. Allow no Leaks, even temporary, in existing Building.
B. Barriers, Safety Guards, & Warning Lights:
1. Provide where necessary for Public protection.
C. Utilities:
1. Keep active Utilities intact and in continuous operation.
D. Party Walls:
1. Exercise extreme care not to damage Party Walls and adjacent Construction.
E. Neighboring Property & Adjacent Spaces:
1. Provide protection required by General Conditions.
2. Protection includes Neighboring Property, Occupants of and Visitors
to Neighboring Property, Passers-by, and adjacent Vehicles against
damage, injury, and discomfort.
3. Prevent movement or settlement of adjacent Structures. Provide necessary
Bracing and Shoring.
4. Where possible, remove Debris directly to Building exterior in Dust-tight Chutes.
5. Where Debris-removal must pass through occupied spaces of Existing Building,
transport Debris in enclosed Carts covered at all times with Damp Cloths.
6. Sprinkle Loose Debris with Water where necessary to control Dust. Do not use
enough Water to cause flooding, icing, or contaminated runoff.
7. Protect existing Return Air Duct Systems against Demolition Dust by
providing Dust Filters across Duct openings. Replace dirty Filters with clean
when necessary to protect Systems.
8. Keep Streets and Walks clean and free of Obstructions.
F. Existing Trees & Plants to be protected:
1. Protect against damage in accordance with Section 01 5639.
3.3 PREPARATION
A. Arrange for, and verify Utility Service termination including capping any Active Lines.
B. Exterminate any present Vermin or Rodents.
3.4 DEMOLITION
A. Complete Demolition Work without using Explosives.
SECTION 02 2200 02 2200-5
DEMOLITION
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 02 2200-5
PART 3 - EXECUTION
3.5 TEMPORARY PARTITIONS
A. Frame with Wood or Steel Studs at Contractor's option.
B. Provide Access and Egress Doors where necessary to maintain Fire Escape Routes.
C. Cover both faces of Wall with Plywood.
D. Cover Plywood Joints with Dust-proof Tape.
E. Maintain Dust-proof.
F. Extent of Work: Provide where necessary to prevent Dust-spread.
3.6 REMOVING EXISTING RESILIENT FLOOR COVERING
A. Comply with requirements specified in "Recommended Work Practices for
the Removal of Resilient Floor Covering" published by Resilient Floor
Covering Institute; 966 Hungerford Dr.; Suite 12-B; Rockville, MD, 20850;
(301) 340-8580. Copies of specifications can be obtained from Institute.
B. Do not sand, dry scrape, beadblast, or mechanically pulverize existing Flooring, Backing,
or Lining Felt, as these Products may contain Asbestos Fibers that are not readily
identifiable.
3.7 WASTE MANAGEMENT
A. Separate and recycle Waste Materials in accordance with requirements specified
in Section 01-7419
3.8 PRODUCT CLEANING & REPAIRING
A. Allow no Debris to accumulate in Buildings, or on Grounds, Streets, or Walks.
B. Haul Debris away from Site as soon as removed, and legally dispose at Contractor's expense.
C. Including Work of other Trades, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by work of this Section.
END OF SECTION
SECTION 02 2300 02 2300-1
SITE CLEARING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 02 2300-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Existing Tree & Plant Protection: Section 01 5639
B. Demolition Work: Section 02 2200
1.3 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.4 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
1.5 REGULATORY AGENCY REQUIREMENTS
A. Blasting & Burning: None permitted
PART 2 - PRODUCTS
2.1 TREE BOXING MATERIALS
A. Contractor's choice
(Cont.)
SECTION 02 2300 02 2300-2
SITE CLEARING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 02 2300-2
PART 3 - EXECUTION
3.1 PROTECTION
A. Carefully maintain Bench Marks, Monuments, and other Reference Points, if disturbed or
destroyed, replace as directed.
B. Protect Workmen, Passersby, and Neighboring Property against injury and damage.
C. Plan Equipment access to minimize soil disturbance and compaction outside of areas to
be cleared.
D. Unless otherwise indicated, do not disturb Topsoil or Vegetation outside of areas to be cleared.
E. Maintain Pavement and Sidewalks clean.
F. Protect existing Construction to remain. Leave in as good condition as found.
G. Protect existing Trees and Plants against damage. See Section 01 5639.
3.2 CLEARING
A. Completely clear areas to be occupied by Construction and other Improvements.
B. Remove Snags, Brush, Grass, Weeds, Rubbish, Pavement, and Debris, if any.
C. Remove Trees only where so noted on Drawings.
D. Remove Willow and Blackberry, if any, to not less than 12 inches below
original Ground surface.
E. Cut other Trees, Stumps, Shrubs, and Brush flush with or slightly below
original Ground surface.
3.3 GRUBBING
A. Remove Stumps, Roots larger than 1-1/2 inches in diameter, Rocks larger than 4 inches,
and existing Construction not suitable for bearing, to the following levels:
1. In areas to receive Plants: To not less than 12 inches below Finish Grade.
2. In areas to receive Construction or Pavement: To not less than 18 inches below Subgrade.
3. In other areas: To not less than 6 inches below Finish Grade.
3.4 DISPOSAL OF CLEARED & GRUBBED MATERIAL
A. Remove from Site daily, and lawfully dispose.
END OF SECTION
SECTION 02 7700 02 7700-1
CAST-IN-PLACE CONCRETE WALKS & RAMPS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 02 7700-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Rough Grading & Fill Under Work of this Section: Section 02 3000
B. Exterior Concrete Flatwork other than Walkways & Ramps: Section 03 3000
1.3 DESIGN & ENGINEERING
A. Formwork Design and Engineering, as well as Construction, are Contractor's responsibility.
1.4 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.5 REFERENCED SPECIFICATIONS
A. If and where working within Public Right-of-way, comply with governing Public Agency
Specifications, if more restrictive than specified herein.
1.6 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
1.7 PRODUCT DELIVERY, STORAGE, & HANDLING
A. Protect against damage and discoloration.
B. Conform to ASTM C-94.
(Cont.)
SECTION 02 7700 02 7700-2
CAST-IN-PLACE CONCRETE WALKS & RAMPS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 02 7700-2
PART 1 - GENERAL
1.8 WEATHER REQUIREMENTS
A. Cold Weather:
1. Follow Standard Specification for Cold Weather Concreting, ACI 306.1, copies of
which can be obtained from the Institute at 38800 Country Club Dr.; Farmington
Hills, MI 48331.
2. Do not place Concrete during cold weather (40ºF or less) until Protection
Materials and Equipment are at or near Project Site.
3. Place no Concrete on frozen Subgrade.
4. Remove Ice and Snow from Reinforcing, Forms, Embedded Items, and
other Contract Surfaces.
5. Raise and maintain temperature of all Surfaces in contact with Concrete above
40ºF prior to Concrete placement.
6. Do not use Salts or Chemical Admixtures to prevent Concrete freezing.
7. Terminate any Water Curing at least 24 hours before any anticipated
freezing temperatures.
8. Following protection period, allow Concrete to cool gradually.
9. Assume responsibility, including costs, for testing suspected frozen Concrete.
10. Remove and replace freeze-damaged Concrete at Contractor's expense.
B. Warm Weather:
1. When Air temperature exceeds 85ºF or when Wind exceeds 10 mph, place
Concrete in accordance with the following requirements:
a. Maximum Concrete temperature at time of placement: 70ºF.
b. Mix Concrete minimum possible time, and place as soon as
possible thereafter.
c. Sprinkle Forms, Reinforcing, Embedded Items, and Subgrade with
cool Water immediately prior to Concrete placement.
d. Protect unstripped Formwork and exposed Concrete surfaces against
excessive drying with water spray or other approved method.
2. Assume responsibility, including costs, for testing Damage-suspected Concrete.
3. Remove and replace heat-damaged or wind-damaged Concrete at Contractor's expense.
1.9 MINIMUM ILLUMINATION
A. Perform no work under less than 30 ft. candle Illumination measured 3 ft. above Ground.
1.10 ADVANCE NOTICES
A. Notify Architect at least 24 hours before intended Concrete placement.
B. Place no Concrete until Formwork and Reinforcement have been inspected.
SECTION 02 7700 02 7700-3
CAST-IN-PLACE CONCRETE WALKS & RAMPS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 02 7700-3
PART 2 - PRODUCTS
2.1 FORMS
A. Material: Smooth, warp-free Steel, straight Wood Plank, or approved.
B. Minimum Strength: Without Concrete deformation, support Concrete and withstand
impact induced by Concrete placement and vibration.
C. Fabrication:
1. Provide Holes for required Reinforcement Assemblies.
2. Provide each Form Section with positive Locking Device to align and
secure Formwork in accurate position.
2.2 FORM TREATMENT MATERIALS
A. Manufacturer & Brand: Contractor's choice.
B. Type: Biodegradable and non-staining
C. VOC Content: 0
2.3 REINFORCEMENT MESH
A. Material: Steel Wire Mesh
B. Manufacturing Standard: ASTM A-185
C. Wire Size: W2.9
D. Mesh Opening Size, unless otherwise shown on Drawings:
1. In Walkways: 6x6 inches
2. In Flatwork where subject to Vehicular Loads: 2x2 inches
E. Extent of Work: Provide in all new Flatwork.
2.4 REINFORCEMENT ACCESSORIES
A. Material: Concrete, Ceramic, Plastic, or Steel. Hot-dip galvanize any Steel Accessories
located within 1/2 inch of Concrete surfaces.
B. Manufacturing Standard: Manual of Standard Practice, published by Concrete
Reinforcing Steel Institute; 180 N. LaSalle Street; Chicago, IL 60601. Copies can be
obtained from Institute.
C. Extent of Work: Provide all Accessories necessary for proper Reinforcement placement,
spacing, support, and fastening.
2.5 REINFORCEMENT FABRICATION
A. Follow Manual of Standard Practice published by Concrete Reinforcing Steel Institute.
SECTION 02 7700 02 7700-4
CAST-IN-PLACE CONCRETE WALKS & RAMPS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 02 7700-4
PART 2 - PRODUCTS
2.6 PORTLAND CEMENT
A. Manufacturing Standard: ASTM C-150
B. Type: I-II
2.7 AGGREGATE
A. Manufacturing Standard: ASTM C-33
B. Maximum Size: 1-1/2 inches and not more than one-fifth of narrowest dimension
between sides of Forms, one-third of depth of Flatwork, or three-fourths of narrowest
space between Reinforcing Bars.
C. Source: Aggregates for exposed Concrete shall be of matching size and shall come from
same source.
2.8 ENTRAINED AIR
A. Manufacturing Standard: ASTM C-260
B. Air Amount: 5% to 7% of Concrete Volume.
C. Extent of Work: Provide in all Concrete.
2.9 FLY ASH
A. Manufacturing Standard: ASTM C-618
B. Class: F
C. Maximum Fly Ash content: 20% of Cement weight
D. Extent of Work: May be used at Contractor's option.
2.10 WATER REDUCING ADMIXTURES
A. Manufacturing Standard: ASTM C-494
B. Type: A
C. Extent of Work: May be used at Contractor's option.
2.11 CALCIUM CHLORIDE
A. None permitted.
SECTION 02 7700 02 7700-5
CAST-IN-PLACE CONCRETE WALKS & RAMPS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 02 7700-5
PART 2 - PRODUCTS
2.12 DETECTABLE STRIPS FOR WARNING DISABLED PERSONS
A. Manufacturer: Vanguard (800) 290-5700, Wausau Tile (800) 388-8728, or approved.
B. Style: Truncated Dome
C. Color: Yellow
D. Extent of Work & Manufacturing Standard:
1. Comply with U.S. Americans with Disabilities Act (ADA), and other
applicable Codes, Regulations, and Ordinances.
2. Provide over full-width of Curb Ramps and extend 24 inches minimum in
direction of Pedestrian travel.
2.13 EXPANSION JOINT FILLER
A. Material: Asphalt-impregnated Cane Fiber
B. Manufacturing Standard: ASTM D-1751
C. Thickness: 3/8 inch
D. Depth: As required to extend through full Slab depth and to position Filler top 1/4 inch
below adjacent Slab top.
2.14 CURING COMPOUND
A. Type: Non-yellowing and with disappearing White Pigment.
B. Manufacturer & Brand: Contractor's choice
C. Manufacturing Standard: ASTM C-1315, Type II, Class A.
2.15 OTHER CONCRETE INGREDIENTS
A. See Section 03 3000.
2.16 CONCRETE MIXING
A. General:
1. Readymix type conforming to ASTM C-94
2. Assume responsibility for Mix design and Product performance.
B. Design Strength:
1. Minimum 28 day compressive strength: 3500 psi
C. Maximum Slump:
1. 4 inch Slump at any time is maximum. Add Water only with Architect's permission.
2. Concrete with greater Slump will be rejected and must be replaced.
SECTION 02 7700 02 7700-6
CAST-IN-PLACE CONCRETE WALKS & RAMPS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 02 7700-6
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Prior to Formwork Installation:
1. Verify that Earthwork is complete and Granular Base is compacted as specified.
B. Prior to Reinforcement Installation:
1. Verify that Surfaces and Formwork to receive Reinforcement are accurately sized
and located, square, plumb, rigid, secure, and otherwise properly prepared.
C. Prior to Concrete Placement:
1. Verify that Formwork, Reinforcement, and Embedded Items are accurately and
securely placed, clean, water and frost-free, and ready to receive Concrete.
2. Prior to starting Work, notify General Contractor about defects requiring correction.
3. Do not start Work until conditions are satisfactory.
3.2 PROTECTING WORK OF OTHER SECTIONS
A. Protect against damage and discoloration caused by Work of this Section.
3.3 FORMWORK INSTALLATION
A. Conform to shapes, lines, and dimensions shown on Drawings.
B. At Flatwork, position Formwork to produce 1/4 inch per foot minimum drainage-slope.
C. Brace and tie together to insure that position and shape are maintained.
D. Make tight to prevent Concrete leakage.
3.4 FORMWORK BRACING
A. Provide as required to meet Load Requirements.
B. Protect against undermining or settlement when placed on ground.
C. Anchor as required to prevent upward or lateral Formwork movement
during Concrete placement.
3.5 TREATMENT OF FORMS
A. Lightly oil immediately prior to Concrete Placement.
(Cont.)
SECTION 02 7700 02 7700-7
CAST-IN-PLACE CONCRETE WALKS & RAMPS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 02 7700-7
PART 3 - EXECUTION
3.6 FORMWORK ADJUSTMENTS
A. Reposition to true alignment prior to, during, and after Concrete placement, if necessary.
B. During Concrete placement, in areas where Formwork develops weakness,
settlement, or distortion, stop Concrete placement, remove placed Concrete, and
remove or strengthen Formwork.
3.7 FORMWORK CLEANING
A. Remove debris and foreign matter from Formwork prior to Concrete placement.
B. Remove loose rust and foreign matter from reusable Hardware prior to installation
into Formwork.
3.8 FORMWORK REMOVAL
A. Leave Forms in place until Concrete has attained sufficient strength to safely support own
weight and any imposed loads.
3.9 FORMWORK RE-USE
A. Withdraw projecting Fasteners and clean Concrete Form contact surfaces. Replace with
new material when necessary or when directed.
B. Re-use Forms only when contact-surfaces equal those specified for original use.
3.10 REINFORCEMENT INSTALLATION
A. Comply with requirements specified in Section 03 2000.
3.11 GRANULAR BASE PREPARATION
A. Remove foreign matter from surfaces and areas to receive Concrete.
B. Dampen Granular Base and any other Porous Surfaces to eliminate suction.
3.12 CONCRETE BOND
A. Coat Bonding Agent over existing Concrete to be joined with new Concrete.
B. Follow Manufacturer's directions.
SECTION 02 7700 02 7700-8
CAST-IN-PLACE CONCRETE WALKS & RAMPS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 02 7700-8
3.13 CONCRETE PLACING
A. Convey and place by methods which will prevent Material separation and loss.
B. Do not re-temper or use set Concrete.
C. Do not place Concrete around Catch Basins, Valve Boxes, etc. until such Items are set at
correct elevation and approved.
3.14 CONCRETE COMPACTION
A. Employ mechanical, high-frequency Vibrators to consolidate Concrete around Reinforcement,
into corners and angles of Forms, and to exclude rock pockets, air bubbles, and honeycomb.
B. Hold Vibrator in one spot no longer than 15 seconds; keep in constant motion, insert and
withdraw at points approximately 18 inches o.c.
C. Maintain Vibrator in vertical position when penetrating Concrete.
D. Do not transport Concrete with Vibrator.
E. Consolidate Concrete without Aggregate segregation.
3.15 WALK & RAMP JOINTS
A. General:
1. Make perpendicular to line of Walkway.
2. Form to true, straight lines, with Slabs flush at joints.
3. Joint-shape: 1/4 inch maximum radius
B. Construction Joints:
1. Maximum Spacing: 25 ft. o.c.
2. Provide Expansion Joint Fillers in Joints.
C. Weakened-plane Shrinkage-control Joints:
1. Over Walk Length: Equally space Joints between 4 ft. min. and 5 ft. max. apart.
2. Over Walk Width:
a. At Walks up to 5 ft. wide: No Joints required
b. At Walks between 5 ft & 10 ft. wide, if any: Provide Longitudinal Joint
centered in Walk width.
c. At Walks wider than 10 ft., if any: Layout Joints in pattern approved
by Architect.
3. Joint Depth: 1/3 of Slab thickness
4. Joint Width: 1/8 inch
3.16 DETECTABLE STRIPS FOR WARNING DISABLED PERSONS
A. Follow Manufacturer's instructions.
B. Set flush with adjacent Pavement Surfaces.
SECTION 02 7700 02 7700-9
CAST-IN-PLACE CONCRETE WALKS & RAMPS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 02 7700-9
PART 3 - EXECUTION
3.17 CONCRETE FINISHING
A. Draw damp Fine Hair Broom across Concrete surface as follows:
1. At Walkways: Perpendicular to Traffic direction
2. At Curbs & Gutters: Parallel with Curb and Gutter direction
3.18 WALKWAY EDGING
A. Before final finishing is completed and before final Concrete-set has occurred,
finish Concrete Edges with Edging Tool shaped with 1/4 inch radius.
B. Take particular care to maintain surface on both sides of Joint in same plane.
C. Do not use Kneeling Planks on Concrete surface.
3.19 CURING
A. Minimum Curing Period: 3 days
B. Uniformly apply Compound in accordance with Manufacturer's instructions, after
final Concrete finishing is complete, and after all free Water has disappeared from
Pavement Surface.
C. Apply to Concrete Edges immediately after Formwork removal.
D. If Concrete may be exposed to Deicing Chemicals within 30 calendar days
following Curing Period completion: Cure with Water (not Curing Compound)
3.20 DEFECTIVE WORK
A. Remove and replace any Surfaces which show excessive cracks, Slabs which do not drain
properly, and other defective Concrete.
B. Maximum Surface Unevenness: 1/4 inch per 10 ft.
C. Compressive Strength Tests: Refer to Section 01 4000
3.21 PROTECTING COMPLETED WORK
A. Protect Work specified herein against damage and discoloration.
B. Replace, at no additional cost to Owner, any damaged or discolored Work.
3.22 WASTE MANAGEMENT
A. In accordance with Section 01 7419, collect Cut-offs, Scrap, Shipping Pallets, Metal
Strapping, & Packaging Waste; and place where directed for recycling.
SECTION 02 7700 02 7700-10
CAST-IN-PLACE CONCRETE WALKS & RAMPS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 02 7700-10
PART 3 - EXECUTION
3.23 PRODUCT CLEANING & REPAIRING
A. Including Work of other Trades, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by Work of this Section.
B. Remove Debris from Project Site upon Work completion, or sooner if directed.
END OF SECTION
SECTION 03 1000 03 1000-1
CONCRETE FORMWORK
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 03 1000-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 EXTENT OF WORK
A. Drawings and Specifications indicate Contract Work.
B. If Work adjustments must be made because of hidden unacceptable soil conditions,
Contract Sum will be adjusted in accordance with Contract Conditions.
1.3 PRODUCTS INSTALLED, BUT FURNISHED UNDER OTHER SECTIONS
A. Build in as directed by those Trades, without weakening or defacing Formwork.
1.4 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Formwork for Concrete Walks & Curbs: Section 02 7700
B. Concrete Reinforcement including Bar Supports & Accessories: Section 03 2000
C. Cast In Place Concrete: Section 03 3000
D. Hangers & Inserts for Mechanical & Electrical Work: See Mechanical & Electrical
Specifications
1.5 DESIGN & ENGINEERING
A. Formwork Design and Engineering, as well as Construction, are Contractor's responsibility.
B. Minimum Formwork Strength: Withstand pressure exerted by Concrete placement
and consolidation.
C. Maximum Formwork Deflection at any exposed Concrete: L/240 of Formwork Span
D. Formwork Construction Joint Locations:
1. Where Joints least-impair Formwork strength
2. Within middle 1/3 of Concrete span. If any Beam intersects Girder within this
area, offset Girder Joint no less than twice Beam width.
3. Wall & Column Joints:
a. Locate at underside of any adjacent Floors, Slabs, Beams, and Girders.
b. Locate at top of any adjacent Footings and Floor Slabs.
4. Make Joints perpendicular to adjacent primary Steel Reinforcement.
SECTION 03 1000 03 1000-2
CONCRETE FORMWORK
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 03 1000-2
PART 1 - GENERAL
1.6 REFERENCED SPECIFICATIONS
A. Unless otherwise specified herein, conform to applicable requirements of Section 2
of ACI 301, Specifications for Concrete Construction, published by American
Concrete Institute (ACI); 38800 Country Club Dr.; Farmington Hills, MI 48331;
(248) 848-3800.
1.7 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.8 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
1.9 PRODUCT DELIVERY, STORAGE, & HANDLING
A. Protect against damage and discoloration.
PART 2 - PRODUCTS
2.1 WOOD PLANK FORMS
A. Material: Lumber
B. Species: Douglas Fir or Hemlock
C. Moisture Content: Contractor's choice
D. Casting Face Texture: Smooth
E. Casting Face Appearance:
1. No loose Knots or Knot Holes
2. Maximum Knot Size: 1-1/2 inches and well scattered
F. Size: Support Concrete at rate poured
G. Extent of Work: Provide at Footing and Flatwork perimeters, unless otherwise indicated.
(Cont.)
SECTION 03 1000 03 1000-3
CONCRETE FORMWORK
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 03 1000-3
PART 2 - PRODUCTS
2.2 PLYWOOD FORMS
A. At Vertical Concrete Exposed to View:
1. Type: 1-step Medium Density Overlaid
2. APA Grade: EXT-MDO
3. Overlay Resin Content: 34% - 35%
4. Surface Finish: Matte
B. At all other Vertical Concrete:
1. APA Grade: B-B Plyform
2. Class: 1
C. Thickness: As required by Concrete placement rate
2.3 FORM TIES
A. Manufacturer: Bowman, Burke, Dayton, Richmond, or approved.
B. Type: Plastic Cone recommended by Manufacturer for conditions of use.
C. Break-back Distance from Concrete Face: 1 inch
D. Do not use Wire Ties and Wood Spacers.
2.4 EMBEDDED ITEMS
A. Steel Reinforcement: Refer to Section 03 2000
B. Anchor Bolts: Furnished by Steel Fabricators and Equipment Suppliers.
2.5 FORM TREATMENT MATERIALS
A. For Wood Plank Forms: Clean Water
B. For Overlaid Plywood Forms: Nox-Crete Form Coating, or approved.
C. For all other Plywood Forms: VOC-free, non-staining, chemical Form Release Compound
of Contractor's choice.
2.6 FORM JOINT CAULKING COMPOUND
A. Material: Latex Acrylic Sealant specified in Section 07 9200.
3.1 PROTECTION
A. Protect other Work against damage and discoloration caused by Work of this Section.
SECTION 03 1000 03 1000-4
CONCRETE FORMWORK
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 03 1000-4
PART 3 - EXECUTION
3.2 INSTALLATION - GENERAL
A. Conform to shapes, lines, and dimensions shown on Drawings.
B. Brace and tie together to ensure that position and shape are maintained.
C. At Concrete Flatwork directly over any Waterproof or Vapor Retarder Membranes,
use Cradle, Pad, or Base-type Screed Supports that will not puncture Membrane. Do
not drive Stakes through Membranes
D. Make tight to prevent Concrete leakage.
E. Arrange Joints as indicated or directed.
F. Form any Surface Indentations shown on Drawings.
G. Provide Access Openings as required for cleaning and inspection of Forms and
Embedded Items prior to placing Concrete. Locate where not exposed to view.
3.3 EARTH FORMS
A. Hand trim where necessary.
B. Remove any loose Dirt.
3.4 PLYWOOD FORMS
A. At Forms for Exposed Concrete, fill Form Panel joints with Form Joint Caulking Compound,
and strike Compound flush with Panel on face adjacent to exposed Concrete, or cover Joints
with thin, smooth, plastic, Pressure-sensitive Tape.
B. Prevent Plywood end grain from forming Concrete exposed to view.
3.5 BRACING
A. Provide as required to meet load requirements.
B. Protect against undermining or settlement when placed on ground.
C. Anchor as required to prevent upward or lateral Formwork movement
during Concrete placement.
3.6 FORM TIES
A. Unless otherwise indicated or approved, locate equidistant and symmetrical; align
vertically and horizontally.
B. At Exposed Concrete Forms seal Form Ties against leakage with Form Joint Caulking
Compound.
SECTION 03 1000 03 1000-5
CONCRETE FORMWORK
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 03 1000-5
PART 3 - EXECUTION
3.7 OPENINGS & CHASINGS
A. Provide Openings and Chasings of Slabs and Walls for Mechanical and Electrical Work. Sizes
and locations as directed by Mechanical and Electrical Trades.
3.8 ALLOWABLE TOLERANCES FOR CONCRETE
A. Variation from level:
1. 1/4 inch in any 10 ft.
2. Maximum over entire length: 1/2 inch
B. Variation from plumb:
1. 1/4 inch in any 10 ft.
2. Maximum over entire length: 1 inch
C. Variation in Cross Sectional Dimensions: Minus 1/4 inch; plus 1/2 inch
D. Variation in Surface Tolerance: 1/8 inch in any 10 ft. measured with 10 ft. straight-edge.
E. Maximum Deflection of Form Facing between Supports: 0.0025 x Span
F. Walls: Accurately size and locate within 1/8 inch plus or minus
3.9 FORM TREATMENT
A. Wood Plank Forms: Wet thoroughly just before placing Concrete.
B. Plywood Forms:
1. Prior to first use of Overlaid Plywood Forms: Fog-apply Form Coating to
contact surfaces.
2. Prior to each reuse of Overlaid Plywood Forms after initial use: Apply Form Coating
to contact surfaces in accordance with Manufacturer's instructions.
3. Prior to each use: of all other Plywood Forms: Apply Form Coating to contact
surfaces in accordance with Manufacturer's instructions.
4. When treating previously set Forms, prevent Coatings from covering Reinforcing
Steel or existing Concrete where bond is required.
5. Prevent Coatings from collecting in puddles.
3.10 EMBEDDED ITEM INSTALLATION
A. Steel Reinforcement: Refer to Section 03 2000.
B. Anchor Bolts & Anchoring Devices:
1. Set with Templates to assure accurate Bolt positioning.
2. Secure in accordance with approved Setting Drawings.
SECTION 03 1000 03 1000-6
CONCRETE FORMWORK
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 03 1000-6
PART 3 - EXECUTION
3.11 ADJUSTMENTS
A. Reposition to true alignment prior to, during, and after Concrete placement, if necessary.
B. During Concrete placement, in areas where Formwork develops weakness, settlement,
or distortion, stop Concrete placement, remove placed Concrete, and replace or
strengthen Formwork.
3.12 FORM REMOVAL
A. Leave Forms and Shoring in place until Concrete has attained sufficient strength to safely
support own weight and imposed loads.
B. Remove Forms at time and in manner to insure safety of Structure, and without Concrete
surface damage.
C. At exposed Concrete, Form-removal time shall be uniform to avoid color differences.
D. Remove Top Forms from any sloping Concrete surfaces as soon as Concrete is self-
supporting. Repair and finish, if necessary, and cure immediately.
3.13 FORM CLEANING
A. Remove debris and foreign matter from Formwork prior to Concrete placement.
B. Remove loose rust and foreign matter from reusable Hardware prior to installation
into Formwork.
3.14 FORM RE-USE
A. Withdraw projecting Nails and clean Concrete Form contact-surfaces. Replace with new
material when necessary or when directed.
B. Re-use Forms only when contact-surfaces equal those specified for original use.
3.15 WASTE MANAGEMENT
A. In accordance with Section 01 7419, collect Formwork Trimmings, and place where
directed for recycling.
3.16 PRODUCT CLEANING & REPAIRING
A. Including Work of other Trades, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by Work of this Section.
B. Remove Debris from Project Site upon Work completion, or sooner if directed.
END OF SECTION
SECTION 03 2000 03 2000-1
CONCRETE REINFORCEMENT
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 03 2000-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 EXTENT OF WORK
A. Except where otherwise specified below, provide all required Steel Reinforcement.
B. Drawings and Specifications indicate Contract Work.
C. If Work adjustments are made because of hidden unacceptable soil conditions Contract Sum
will be adjusted in accordance with Contract Conditions.
1.3 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Furnishing & placing Concrete Walk, Curb, & Gutter Reinforcement: Section 02 7700
B. Concrete Formwork: Section 03 1000
C. Cast in Place Concrete: Section 03 3000
1.4 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.5 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
1.6 REFERENCED SPECIFICATIONS
A. Unless otherwise specified herein, conform to applicable requirements of Section 3
of ACI 301, Specifications for Concrete Construction, published by American
Concrete Institute (ACI); 38800 Country Club Dr.; Farmington Hills, MI 48331;
(248) 848-3800.
1.7 SHOP & PLACEMENT DRAWINGS
A. Follow ACI 315 Detailing Manual, published by American Concrete Institute;
38800 Country Club Dr.; Farmington Hills, MI 48331; (248) 848-3700.
B. Submit in accordance with Section 01 3000.
SECTION 03 2000 03 2000-2
CONCRETE REINFORCEMENT
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 03 2000-2
PART 1 - GENERAL
1.8 PRODUCT DELIVERY, STORAGE, & HANDLING
A. Protect against damage, deformation, and coverage by Mud or Ice.
B. Tag each Piece or Bundle; indicate size, grade, and location.
1.9 ADVANCE NOTICES
A. Notify Architect and Testing Lab at least 24 hours prior to covering Reinforcement so
inspections can be made.
PART 2 - PRODUCTS
2.1 BARS
A. Material: Steel
B. Manufacturing Standard:
1. If and where Welded: ASTM A-706
2. All Other Bars: ASTM A-615
C. Grade: 60
D. Sizes: See Drawings.
2.2 WIRE MESH
A. Material: Cold drawn Steel Wire
B. Manufacturing Standard: ASTM A-1064
C. Condition: Flat sheets
D. Size, unless otherwise shown on Drawings:
1. Mesh: 6x6 inches
2. Wire: W 1.4
E. Extent of Work: Except where Bar Reinforcement is called for, provide in
all Concrete Flatwork, including Exterior Work.
2.3 TIE WIRE
A. Material: Black annealed Steel
B. Manufacturing Standard: ASTM A-82
C. Minimum Size: 16 ga.
SECTION 03 2000 03 2000-3
CONCRETE REINFORCEMENT
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 03 2000-3
PART 2 - PRODUCTS
2.4 ACCESSORIES
A. Material: Concrete, Ceramic, Plastic, or Metal. Hot-dip galvanize any Metal Accessories
adjacent to exposed Concrete surfaces.
B. Manufacturing Standard: Manual of Standard Practice, published by Concrete
Reinforcing Steel Institute; 933 N. Plum Grove Rd.; Schaumburg, IL 60173;
(874) 517-1206. Copies can be obtained from Institute or viewed at
www.crsi.org
C. Extent of Work: Provide all Accessories necessary for proper Reinforcement placement,
spacing, support, and fastening.
2.5 FABRICATION
A. Follow Manual of Standard Practice published by Concrete Reinforcing Steel Institute.
2.6 ALLOWABLE FABRICATION VARIATION FROM DRAWING DIMENSIONS
A. Sheared Bar Lengths: Plus or Minus 1 inch
B. Tie Dimensions: Plus or minus 1/2 inch
C. All other Bend Dimensions: Plus or minus 1 inch
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that surfaces to receive Reinforcement are accurately sized and located, square,
plumb, rigid, secure, and otherwise accurately prepared.
B. Prior to starting Work, notify General Contractor about defects requiring correction.
C. Do not start Work until conditions are satisfactory.
3.2 PROTECTING WORK OF OTHER SECTIONS
A. Protect against damage and discoloration caused by Work of this Section.
SECTION 03 2000 03 2000-4
CONCRETE REINFORCEMENT
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 03 2000-4
PART 3 - EXECUTION
3.3 INSTALLATION
A. General: Conform to International Building Code (IBC) paragraphs hereinafter named
and amplified.
B. Bending:
1. Conform to Code paragraph 1907.3
2. Bend Bars without heat.
3. Field bending partially embedded Bars, not permitted without Architect's approval.
C. Placing:
1. Conform to Code paragraph 1907.5
2. Secure against displacement.
3. Extend Wire Mesh across any supporting Walls and to within 1/2 inch
of Concrete edges. Support Mesh with Chairs.
D. Spacing:
1. Conform to Code paragraph 1907.6
2. Clear distance between parallel Bars, including splices, unless otherwise
permitted by Code, not less than:
a. Nominal Bar diameter
b. 1-1/2 times maximum Concrete Aggregate size
c. 1 inch
E. Splicing:
1. Conform to Code paragraph 1907 & ACI 318, as applicable.
2. Do not weld or tack-weld Reinforcement Splices.
3. Minimum Lap at Splices:
a. At Bar Reinforcement: 48 Bar diameters; 24 inches minimum.
b. At Wire Mesh Reinforcement: Lap one full mesh, plus 2 inches.
F. Protective Concrete Covering:
1. Conform to Code paragraph 1907.5.2.1
a. Concrete cast against and permanently exposed to Ground: 3 inches
b. Concrete not cast against Ground, but exposed to Ground or Weather:
1. No. 6 through No. 18 Bars, if any: 2 inches
2. No. 5 Bars and smaller, if any: 1-1/2 inches
3. W31 or D31 Wire or smaller, if any: 1-1/2 inches
c. Concrete neither in contact with Ground nor exposed to Weather:
1. In Slabs, Walls, or Joists, if any:
a. No. 14 & No. 18 Bars, if any: 1-1/2 inches
b. No. 11 Bars and smaller: 3/4 inch
2. In Beams & Columns, if any:
a. Primary Reinforcement & Ties, if any: 1-1/2 inches
(Cont.)
SECTION 03 2000 03 2000-5
CONCRETE REINFORCEMENT
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 03 2000-5
PART 3 - EXECUTION
3.4 SPECIAL REINFORCEMENT INSTALLATION, unless otherwise shown on Drawings
A. Reinforcement at Concrete Wall Corners & Intersections:
1. Splice Horizontal Reinforcing with Splice Bars and Corner Bars; space and size to
match horizontal Wall Reinforcing.
2. Extend beyond Corner or Intersection 48 Bar diameters; 24 inches minimum.
B. Reinforcement at Concrete Wall Openings:
1. Provide 2 each Bars around Openings as follows:
a. Vertical Bars: Extend over full height of Wall.
b. Horizontal Bars:
1. Where Possible: Extend Bars 24 inches minimum beyond
Opening corners.
2. Where Not Possible: Hook Bar ends
2. Provide one, 48 inch long, #4 Bar diagonally across Opening Corners.
C. Reinforcing Bar for Electrical Grounding:
1. Provide three 20 ft. long #4 independent Grounding Bars which overlap lowest
longitudinal Building Foundation Reinforcing Bars. Secure Grounding Bars to
Foundation Bars.
2. Bend Grounding Bars upward and extend vertically at least 12 inches above top
of Sill Plate so Electrician can make Grounding Connection. Protect exposed
Grounding Bars with Rigid PVC Pipe.
3. Locate Grounding Bars as close as possible to Electrical Service.
4. Coordinate with Electrical Subcontractor.
D. Reinforcement at Concrete Floor-slab Re-entrant Corners:
1. Provide two, 48 inch long, #4 Bars diagonally across Re-entrant Corners.
3.5 ALLOWABLE PLACEMENT VARIATION FROM DRAWING DIMENSIONS
A. Concrete Cover: Plus or minus 1/4 inch
B. Spacing between Bars: 1/4 inch
C. Transverse Bars: Space evenly within 2 inches of stated separation.
D. Bar relocation to avoid interference with other Reinforcement, Conduits, or Embedded
Items: 1 Bar diameter, unless otherwise approved by Architect.
3.6 WASTE MANAGEMENT
A. In accordance with Section 01 7419, collect Reinforcement Trimmings, and place where
directed for recycling.
SECTION 03 2000 03 2000-6
CONCRETE REINFORCEMENT
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 03 2000-6
PART 3 - EXECUTION
3.7 PRODUCT CLEANING & REPAIRING
A. Prior to Concrete placement, remove loose flaky rust, mud, oil, and other bond-reducing
Coatings.
B. Including Work of other Trades, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by Work of this Section.
C. Remove Debris from Project Site upon Work completion, or sooner if directed.
END OF SECTION
SECTION 03 3000 03 3000-1
CAST IN PLACE CONCRETE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 03 3000-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 EXTENT OF WORK
A. Drawings and Specifications indicate Contract Work.
B. If Work adjustments are made because of hidden unacceptable soil conditions Contract Sum
will be adjusted in accordance with Contract Conditions.
1.3 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Laboratory Testing of Concrete: Section 01 4000
B. Concrete Walks, Curbs, & Gutters: Section 02 7700
C. Concrete Formwork: Section 03 1000
D. Concrete Reinforcement: Section 03 2000
E. Polished Concrete: Section 03 3590
1.4 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.5 REFERENCED SPECIFICATIONS
A. Unless otherwise specified herein, conform to applicable requirements of Sections 1, 4, & 5
of ACI 301 - Specifications for Concrete Construction, published by American Concrete
Institute (ACI); 38800 Country Club Dr.; Farmington Hills, MI 48331; (248) 848-3800.
1.6 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
1.7 PRODUCT DELIVERY, STORAGE, & HANDLING
A. Protect against damage and discoloration.
B. Conform to ASTM C-94.
SECTION 03 3000 03 3000-2
CAST IN PLACE CONCRETE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 03 3000-2
PART 1 - GENERAL
1.8 WEATHER REQUIREMENTS
A. General:
1. Follow referenced Standard Specification for Cold & Warm Weather Concreting,
ACI 306 & 305 respectively.
B. Cold Weather:
1. Do not place Concrete during cold weather (40ºF or less) until Protection
Materials and Equipment are at or near Project Site.
2. Place no Concrete on frozen Subgrade.
3. Remove Ice and Snow from Reinforcing, Forms, Embedded Items, and
other Contact Surfaces.
4. Raise and maintain temperature of all Surfaces in contact with Concrete above
40ºF prior to Concrete placement.
5. Do not use Salts or Chemical Admixtures to prevent Concrete freezing.
6. Terminate any Water Curing at least 24 hours before any anticipated freezing
temperatures.
7. Locate and direct any Heaters or Ducts so as not to cause overheating or over-
drying of Concrete or create fire hazards. Directly exhaust Flue Gases from
any Combustion Heaters to outside of any enclosures.
8. Following protection period, allow Concrete to cool gradually.
9. Assume responsibility, including costs, for testing suspected frozen Concrete.
10. Remove and replace freeze-damaged Concrete at Contractor's expense.
C. Warm Weather:
1. When Air temperature exceeds 85ºF or when Wind exceeds 10 mph
place Concrete in accordance with the following requirements:
a. Maximum Concrete temperature at time of placement: 70ºF.
b. Mix Concrete minimum possible time, and place as soon as possible thereafter.
c. Maximum Mixing Time:
1. When Air-temperature is between 85ºF & 90ºF: 75 minutes
2. When Air-temperature exceeds 90ºF: 60 minutes
d. Sprinkle Forms, Reinforcing, Embedded Items, and Subgrade
with Cool Water immediately prior to Concrete placement.
e. Protect unstripped Formwork and exposed Concrete surfaces against
excessive drying with water spray or other approved method.
f. Assume responsibility, including costs, for testing damage-suspected Concrete.
g. Remove and replace heat-damaged or wind-damaged Concrete
at Contractor's expense.
1.9 ADVANCE NOTICES
A. Notify Architect and Testing Lab at least 24 hours before intended Concrete placement.
B. Place no Concrete until Formwork and Reinforcement have been inspected.
SECTION 03 3000 03 3000-3
CAST IN PLACE CONCRETE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 03 3000-3
PART 2 - PRODUCTS
2.1 CONCRETE PRODUCTS - GENERAL
A. Cements, Aggregates, Pozzolans, etc. for Exposed Concrete shall come from same
respective sources.
B. Prohibited Admixtures: Calcium Chloride, Thyocyanates, and any others containing
more than 0.05% Chloride Ions.
2.2 PORTLAND CEMENT
A. Manufacturing Standard: ASTM C-150
B. Type: I-II
2.3 AGGREGATE
A. Manufacturing Standard: ASTM C-33
B. Maximum Size: 1-1/2 inches and not more than one-fifth of narrowest dimension
between sides of Forms, one-third of depth of Flatwork, or three-fourths of narrowest
space between Reinforcing Bars.
2.4 FLY ASH
A. Manufacturing Standard: ASTM C-618
B. Class: F
C. Maximum Ignition Loss: 3%
D. Maximum Fly Ash Content: 20% of Cement weight
E. Maximum Cement Substitution: 20 %
F. Extent of Work: May be used at Contractor's option.
2.5 ENTRAINED AIR
A. Manufacturing Standard: ASTM C-260
B. Mixture (in percentage of Concrete Volume): 4% to 6%
C. Extent of Work: Provide in all Concrete exposed to Freeze-Thaw Cycles while in wet
condition during construction or during subsequent use.
(Cont.)
SECTION 03 3000 03 3000-4
CAST IN PLACE CONCRETE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 03 3000-4
PART 2 - PRODUCTS
2.6 WATER REDUCING ADMIXTURES
A. Manufacturing Standard: ASTM C-494
B. Type: A
C. Material: Shall not increase Concrete-shrinkage or promote Water-bleeding
D. Extent of Work: May be used at Contractor's option.
2.7 BONDING AGENT
A. At Dry Surfaces: Dayton Superior Day-Chem Ad Bond (J-40), Sonneborn Sonocrete,
L&M Everbond, US Spec Acrylcoat, or approved.
B. At Damp Surfaces: Euclid Euco Epoxy 452 MV or 620, Sika Sikadur Hi-Mod,
US Spec Slow-Bond 6500, or approved.
2.8 EXPANSION JOINT FILLER
A. Material: Asphalt-impregnated Cane Fiber
B. Manufacturing Standard: ASTM D-1751
C. Thickness: 3/8 inch
D. Depth: As required to position Filler top 1/4 inch below Slab top.
2.9 EPOXY ADHESIVE
A. Manufacturer & Brand: Hilti HIT RE 500SD, Simpson Strong Tie SET-3G, or approved.
B. Manufacturing Standard: ASTM C-881
C. Type: 2-component for use on dry or damp surfaces
D. Allowable Temperature Range: Follow Manufacturer's instructions.
E. Hazardous Material Handling: Follow Manufacturer's instructions.
F. Extent of Work:
1. Around Reinforcing Dowels, Anchors, etc. where anchoring new Work to existing.
2. Elsewhere shown on Drawings.
2.10 NON-SHRINK GROUT
A. Manufacturer & Brand: Euclid Euco-NS, L&M Crystx, Master Builders Masterflow 928,
Sonneborn Sonogrout, US Grout Five Star Grout, US Spec GP Grout, or approved.
B. Manufacturing Standard: ASTM C-1107
C. Minimum 7 day Compressive Strength: 5000 psi
D. Positive Expansion: Demonstrate compliance with ASTM C-827
E. Extent of Work: Where shown on Drawings.
SECTION 03 3000 03 3000-5
CAST IN PLACE CONCRETE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 03 3000-5
PART 2 - PRODUCTS
2.11 STANDARD DRY PACK GROUT
A. Parts by volume:
1. Cement: 1
2. Lime: 1/4
3. Fine Aggregate: 3
4. Pea Gravel: 1-1/2
5. Water: Minimum amount to produce 5000 psi compressive strength at 28 days,
and to provide pouring consistency without Aggregate segregation.
B. Extent of Work:
1. Around any Pipes, Conduit, or Ducts passing through Concrete Flatwork or Walls.
2. Around any other Penetrations through Concrete Flatwork or Walls.
3. Elsewhere shown on Drawings.
2.12 FLOOR FILLER
A. Manufacturer & Brand: Ardex Feather Finish, Maxxon Commercial Gyp-Fix EZ,
US Spec Floatcoat, or approved.
B. Extent of Work: Provide at any “Birdbaths” or Patches, and over any Concrete Flatwork
which is too rough or too untrue to provide acceptable Substrate for Finish Flooring,
2.13 CURING COMPOUNDS
A. At Interior Flatwork:
1. Type: Clear, colorless, water-base, VOC-compliant, and acceptable to
adjacent Flooring Manufacturer, if any.
2. Manufacturer: L&M, Meadows, Sonneborn, US Spec, or approved.
3. Manufacturing Standard: ASTM C-1315, Type 1, Class A
B. At Exterior Flatwork:
1. Type: Non-yellowing, VOC-compliant, and with disappearing White Pigment.
2. Manufacturer: L&M, Meadows, Sonneborn, US Spec, or approved.
3. Manufacturing Standard: ASTM C-1315, Type II, Class A
2.14 HARDENING COMPOUNDS
A. Manufacturer & Brand: Ashford Formula, Daychem Sure Hard J-17, L&M Chem Hard,
US Spec Industrasea, or approved.
B. Extent of Work: Provide over any uncovered Interior Concrete Flatwork, except where
scheduled to be polished.
SECTION 03 3000 03 3000-6
CAST IN PLACE CONCRETE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 03 3000-6
PART 2 - PRODUCTS
2.15 PROTECTION PAPER
A. Material: Heavy-duty, scuff-proof, non-staining Reinforced Paper.
B. Extent of Work: Apply over uncovered Flatwork subject to discoloration or damage.
2.16 OTHER INGREDIENTS
A. Conform to Building Code.
2.17 MIXING CONCRETE
A. General:
1. Readymix type conforming to ASTM C-94.
2. Assume responsibility for Mix design and Product performance.
B. Concrete Design Strength:
1. Minimum Density: 145 pcf, plus or minus 5%
2. Minimum 28 day Compressive Strength: 3500 psi
C. Maximum Concrete Slump:
1. 4 inches (plus or minus 1 inch) at any time is maximum.
2. Concrete with greater Slump, or Concrete showing Bleeding or Aggregate
Separation as Concrete comes out of Delivery Truck, will be rejected and must
be replaced.
3. Add Water only with Architect's permission.
4. Do not add Water after acceptable Slump Test has been obtained.
5. Water-content in Exposed Concrete shall be constant from batch to batch.
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that Formwork, Reinforcement, and Embedded Items are accurately and securely
placed, clean, water and frost-free, and ready to receive Concrete.
B. Prior to starting Work, notify General Contractor about defects requiring correction.
C. Do not start Work until conditions are satisfactory.
3.2 PROTECTING WORK OF OTHER SECTIONS
A. Protect against damage and discoloration caused by Work of this Section.
SECTION 03 3000 03 3000-7
CAST IN PLACE CONCRETE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 03 3000-7
PART 3 - EXECUTION
3.3 SURFACE PREPARATION
A. Remove Foreign Matter from surfaces and areas to receive Concrete.
B. Sprinkle Subgrade and other porous surfaces with Water to eliminate suction.
3.4 CONCRETE BOND
A. Coat Bonding Agent over existing Concrete to be joined with new Concrete.
B. Follow Manufacturer's instructions.
C. For Cement Washes less than 1-1/2 inches thick, coat surfaces to be covered, and
incorporate Bonding Agent into Wash in accordance with Manufacturer's instructions.
3.5 CONSTRUCTION JOINTS IN WALLS, unless otherwise shown on Drawings.
A. At any exposed Horizontal Joints, apply 2x6 Wood Strip level to inside of Form cast
against exposed Concrete face. Stop Concrete pour approximately 1/2 inch above lower
edge of Strip. Remove Strip prior to continuing Concrete placement.
B. Keyed Joints:
1. Minimum Depth: 1-1/2 inches
2. Provide at Joints between Walls, Slabs, and Footings.
C. Reinforcement: Continue across Joint, unless otherwise shown on Drawings.
3.6 CONSTRUCTION JOINTS IN FLATWORK
A. Form to true, straight lines, and with adjacent Flatwork Panels flush at Joints.
B. Make Panels as close to square as possible.
C. Do not extend Reinforcement through Joints.
D. Except at Expansion Joints, key adjacent Joints.
E. At Keyed Joints, increase Slab thickness by 2 inches and extend for 12 inches beyond
each side of Joint.
F. Joint Spacing in each direction: Unless spacing is shown on Drawings, do not exceed 30
times Slab thickness.
(Cont.)
SECTION 03 3000 03 3000-8
CAST IN PLACE CONCRETE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 03 3000-8
PART 3 - EXECUTION
3.7 PLACING CONCRETE
A. Convey and place by methods which will prevent Material separation and loss.
B. At Walls deposit Concrete in 24 inch deep maximum horizontal layers. Do not
deposit with inclined seams. Do not allow Base Layers to lose plasticity prior to
placing Succeeding Layers.
C. Do not convey pneumatically-placed Concrete through Aluminum Pipe.
D. Do not retemper or use set Concrete.
E. Do not disturb or displace Reinforcement, Embedded Items or Formwork
during Concrete placement.
F. Maximum height of vertical drop without use of trunk, placement ports in sides
of Formwork, or other approved method is 5 ft.
G. If and when under-water Concrete placement is approved, deposit fresh Concrete into
mass of previously placed Concrete causing Water to be displaced with minimum
Concrete surface disturbance.
3.8 CONSOLIDATING CONCRETE
A. Employ mechanical, high-frequency Vibrators to consolidate Concrete around Reinforcement,
into corners and angles of Forms, and to exclude rock pockets, air bubbles, and honeycomb.
B. Hold Vibrator in one spot no longer than 15 seconds; keep in constant motion, insert and
withdraw at points approximately 18 inches o.c.
C. Maintain Vibrator in vertical position when penetrating Concrete.
D. Transporting Concrete with Vibrator not permitted.
E. Maintain spare Vibrator at jobsite during Concrete placement.
3.9 FINISHING FORM TIE HOLES
A. After Form Tie removal, fill Holes with Standard Dry Pack Grout mixed as dry as
feasible; ram Grout solid, and finish flush with adjacent Concrete Surface.
3.10 VOIDS & GRAVEL POCKETS
A. Repair where necessary and where directed by Architect.
B. Satisfactory repair of Exposed Concrete is virtually impossible, therefore take all
necessary precautions to assure that repairs are unnecessary. If imperfections are
sufficiently objectionable, replace Work in question when directed.
SECTION 03 3000 03 3000-9
CAST IN PLACE CONCRETE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 03 3000-9
PART 3 - EXECUTION
3.11 EXPOSED CONCRETE WALL FINISHES
A. Formed Surfaces Exposed to View:
1. Remove Concrete Fins.
2. Patch Imperfections to match adjacent Surface.
3. Leave Surfaces clean and smooth.
B. Unformed Surfaces Exposed to View:
1. Finish as required to match adjacent Surface, unless otherwise shown on Drawings.
3.12 CONCRETE FLATWORK FINISHES
A. Required Preparation Work:
1. Screed all Flatwork to true levels or slopes.
2. Prior to finishing Concrete, remove any accumulated Bleed Water. Do not add
“finishing water”.
3. Evenly slope to any Drain at 3/16 inch per ft., unless otherwise shown on Drawings.
B. Non-slip Finish:
1. Screed and tamp Concrete to bring Fine Particles to surface.
2. Bring to true surfaces with Wood or Carpet Float.
3. Slightly roughen Surfaces perpendicular to main traffic-route with wet, fine-hair Broom.
4. Extent of Work: Provide at exterior Flatwork,
C. Smooth-troweled Finish:
1. Finish by Hand or Machine Trowel to hard, dense surface, free from Trowel Marks.
2. Do not absorb Wet Spots with Neat Cement or Cement-Sand Mixture, and do not
use Chemical Dryers.
3. Wait until Surfaces are dry enough for proper troweling.
4. Trowel Slabs level or to true slopes.
5. Extent of Work: Provide at all Interior Flatwork, unless otherwise specified.
3.13 ALLOWABLE FLATWORK TOLERANCES
A. Where Thin-set Ceramic Tile is to be applied: True within 1/8 inch per 10 ft. with no
more than 1/16 inch variation in any 24 inches where measured from Surface high-point.
B. All other Flatwork: True within 1/4 inch per 10 ft.
(Cont.)
SECTION 03 3000 03 3000-10
CAST IN PLACE CONCRETE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 03 3000-10
PART 3 - EXECUTION
3.14 CURING
A. Prevent rapid or non-uniform Exposed Concrete drying.
B. Minimum Curing Periods:
1. High-early Strength Cement, if used: 3 days
2. All other Cement: 7 days
C. Minimum Curing Air Temperature: 50º F
D. Walls: Keep damp for at least 14 days following Concrete placement.
E. Flatwork to receive Adhesive-set Ceramic Tile or Hardener:
1. Cure with Moisture.
2. Do not use Curing Compound.
F. All other Flatwork: Immediately after Slabs are finished, treat Concrete with Curing
Compound applied in accordance with Manufacturer's instructions.
3.15 NON-SHRINK GROUT INSTALLATION
A. Follow Manufacturer's instructions.
B. Do not retemper set-Grout.
C. Saturate Concrete contact-surfaces prior to grouting. Remove excess Water.
D. Thoroughly compact Grout free of Air Pockets. Do not vibrate Grout.
E. Cure Grout with Moisture for at least 24 hours.
F. Do not remove Leveling Shims, if any, until 48 hours after Grout-placement. After Shim-
removal fill Voids with Standard Dry Pack Grout.
3.16 STANDARD DRY PACK GROUT INSTALLATION
A. Do not retemper set-Grout.
B. Saturate Concrete contact-surfaces prior to grouting; remove excess Water.
C. Thoroughly consolidate Grout free of Air Pockets. Do not vibrate Grout.
D. Cure Grout with Moisture for at least 24 hours.
3.17 EPOXY ADHESIVE APPLICATION
A. Follow Manufacturer's instructions.
3.18 FLOOR FILLER APPLICATION
A. Prior to Filler application, prime Floor with Asphalt Emulsion.
B. Mix Filler with Asphalt Emulsion where necessary to improve bond.
SECTION 03 3000 03 3000-11
CAST IN PLACE CONCRETE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 03 3000-11
PART 3 - EXECUTION
3.19 HARDENER APPLICATION
A. Follow Manufacturer's instructions.
B. Clean Floors immediately prior to applying Hardener.
3.20 DEFECTIVE WORK
A. If Tests specified in Section 01-45-30 indicate that Concrete has failed to meet
Specifications, replace Substandard Material, unless otherwise directed by Architect.
B. Additionally, remove and replace the following:
1. Surfaces which show excessive Shrinkage Cracks or Crazing.
2. Flatwork which does not drain properly
3. Curled or Warped Slabs
4. Rain-damaged or Scaled Concrete
5. Concrete exceeding specified allowable tolerances
6. Work determined by Architect to be unacceptable
C. On Surfaces scheduled to receive Finish Covering remove, by grinding if necessary,
any Defects of sufficient magnitude to show through Covering.
D. Remove and replace honeycombed and other defective Concrete down to sound Concrete
and replace. If chipping is necessary, shape Edges perpendicular to Surface or slightly
undercut. Do not feather Edges.
3.21 PRODUCT CLEANING & REPAIRING
A. Including Work of other Trades, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by Work of this Section.
B. Remove Debris from Project Site upon Work completion, or sooner if directed.
3.22 PROTECTING COMPLETED WORK
A. Flatwork specified to receive Protection Paper:
1. Cover with Protection Paper secured in position, and otherwise protect Concrete
against damage and discoloration.
B. All Other Work:
1. Protect against damage and discoloration.
END OF SECTION
SECTION 03 3590 03 3590-1
POLISHING EXISTING CONCRETE FLOOR SLABS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 03 3590-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 EXTENT OF WORK
A. Provide where scheduled.
B. Extend polishing from Slab-edge to Slab-edge leaving no exposed surface unpolished.
1.3 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Concrete Floor Slab to be polished: Section 03 3000.
1.4 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.5 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
1.6 APPLICATOR’S QUALIFICATIONS
A. To be eligible to perform Work specified herein Applicator must have successfully
completed at least 5 similar projects of at least 5000 sq. ft. each, and be employed by or
acceptable to Products Manufacturer.
1.7 MOCK-UP
A. Prepare in accordance with Section 01 4000.
B. Include 20 sq. ft. minimum Mock-up showing typical Joints, color-variations, and
surface-appearance anticipated for completed Work.
C. Make adjustments when so directed, and resubmit as specified above.
D. Obtain Architect's acceptance before proceeding.
E. Accepted Mock-up in like-new condition may be used in Project Work.
SECTION 03 3590 03 3590-2
POLISHING EXISTING CONCRETE FLOOR SLABS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 03 3590-2
PART 1 - GENERAL
1.8 REFERENCED SPECIFICATIONS
A. Comply with Concrete Polishing Council Specification ASCC-CPC 03 3543, published
by American Society of Concrete Contractors.
B. Copies of Specifications can be obtained from Council at 2025 S, Brentwood Blvd.;
Suite 105; St, Louis, MO 63144; (866) 788-2722.
C. Prior to starting Work and in accordance with Section 01 3000, submit 1 copy each of
Referenced Specifications and Densifier Manufacturer’s Application Instructions to
Architect and General Contractor.
1.9 MAINTENANCE INSTRUCTIONS
A. As specified in Section 01 7300, deliver to General Contractor for inclusion in
Owner's Maintenance Manual.
1.10 PRE-APPLICATION MEETING
A. Prior to starting Work and in accordance with Section 01 3000, this Subcontractor shall
arrange Meeting to clarify any questions about Specifications, details, and application
requirements.
B. Representatives of the following shall attend:
1. General Contractor
2. Concrete Floor Slab Finisher
3. Densifier Manufacturer
1.11 PRODUCT DELIVERY, STORAGE, & HANDLING
A. Protect against damage and discoloration.
B. Deliver in Manufacturer's original, unopened, containers bearing Manufacturer's legible Label.
C. Store in dry location.
1.12 MINIMUM WORK SPACE TEMPERATURE
A. During Work and Curing Periods: 40ºF
B. Notify General Contractor, if necessary, to provide additional heat.
SECTION 03 3590 03 3590-3
POLISHING EXISTING CONCRETE FLOOR SLABS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 03 3590-3
PART 1 - GENERAL
1.13 MINIMUM WORK SPACE ILLUMINATION
A. Perform no work under less than 30 ft. candles measured 3 ft. above Floor.
B. Notify General Contractor, if necessary, to provide additional light.
PART 2 - PRODUCTS
2.1 DENSIFYING AGENTS
A. Manufacturer: Lythic Solutions (360) 694-5347, or approved.
B. Brands:
1. Base Coat: Densifier
2. Top Coat: XL Densifier
3. Protective Coat: Protector
C. Properties: 100% reactive, non-resinous, and water-soluble.
2.2 PROTECTION SHEET
A. Manufacturer & Brand: Contractor’s choice recommended by Densifier Manufacturer.
B. Type: Breathable and satisfying conditions of use. Do not use solid materials such
as Plywood or plastic materials such as Polyethylene Film.
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that Substrate to receive Work has cured for at least 28 days; is within Moisture
limits recommended by Densifier Manufacturer; is clean, sound, secure, true, and
complete; and is otherwise properly prepared.
B. Prior to starting Work, notify General Contractor about defects requiring correction.
C. Do not start Work until conditions are satisfactory.
3.2 PROTECTING WORK OF OTHER SECTIONS
A. Protect against damage or discoloration caused by Work of this Section.
SECTION 03 3590 03 3590-4
POLISHING EXISTING CONCRETE FLOOR SLABS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 03 3590-4
PART 3 - EXECUTION
3.3 CONCRETE POLISHING
A. Using 800-grit to 3000-grit Resin-bonded Abrasives, grind and polish Concrete smooth to
the following ASCC-CPC Appearance Ratings:
1. Aggregate Exposure Class: A (85 - 95% Cement Fines plus 5 - 15% Fine Aggregate)
2. Gloss Level: 2 - Satin (Honed)
3. Image Clarity Value: 10-39 %
4. Maximum Haze Index: 10
B. Minimum ANSI/NFSI B101.3 Coefficient of Friction (COF): 0.40
3.4 DENSIFYER APPLICATION
A. Follow Manufacturer’s instructions.
3.5 CURING
A. To prevent Concrete surface-cracking and checking, cure Concrete for 7 days (min.)
using Wet Blankets. Do not use Curing Compound.
3.6 SEALING
A. Follow Manufacturer’s instructions.
3.7 PROTECTING COMPLETED WORK
A. Unless otherwise approved by Densifier Manufacturer, cover completed Work
with Protection Sheet.
3.8 WASTE MANAGEMENT
A. In accordance with Section 01 7419; collect Scrap & Packaging Waste; and place
where directed for recycling.
3.9 PRODUCT CLEANING & REPAIRING
A. Including Work of other Trades, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by Work of this Section.
B. Remove Debris from Project Site upon Work completion, or sooner if directed.
SECTION 03 3590 03 3590-5
POLISHING EXISTING CONCRETE FLOOR SLABS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 03 3590-5
PART 3 - EXECUTION
3.10 PROTECTING COMPLETED WORK
A. Protect against damage and discoloration.
END OF SECTION
SECTION 05 7000 05 7000-1
METAL & GLASS RAILINGS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 05 7000-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Steel Tube Railings: Section 05 5000
1.3 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.4 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
1.5 SHOP DRAWINGS
A. Submit in accordance with Section 01 3000.
B. Show Railing layout; details of construction; methods of anchoring including Splices,
Attachments, and Anchors; and other pertinent Items.
1.6 INSTALLER'S QUALIFICATIONS
A. Must have at least 2 years prior experience in Ornamental Metalwork and have facilities
and personnel adequate for specified Work.
1.7 PRODUCT DELIVERY, STORAGE, & HANDLING
A. Protect against damage and discoloration.
1.8 FIELD MEASUREMENTS
A. Verify prior to fabrication.
B. If field measurements differ slightly from Drawing dimensions modify Work as required
for accurate fit. If measurements differ substantially, notify Architect prior to fabrication.
SECTION 05 7000 05 7000-2
METAL & GLASS RAILINGS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 05 7000-2
PART 2 - PRODUCTS
2.1 METAL & GLASS RAILINGS
A. Manufacturer &Style: See Drawings
B. Glass Panels:
1. Glass Type: Clear, Tempered, Float Glass as specified in Section 08 8000
2. Thickness: 1/2 inch
2.2 FASTENERS & ACCESSORIES
A. Material: Non-corrosive
B. Type: Satisfy conditions of use
C. Finish: Match exposed adjacent Metal
D. Extent of Work: Provide all required
2.3 FABRICATION
A. Flat Surfaces: Smooth, true, and free from waves and buckles.
B. Edges, Corners, & Angles: Clean, sharp and square; Joints precision-fitted without burrs.
C. Make Connections, wherever possible, with Mechanical Fastenings, where not possible,
welding as hereinafter specified may be used.
D. Allow for Material expansion and contraction.
E. Make Cuts square within 2º, and lengths within 1/8 inch.
F. Close open Pipe and Tube ends.
G. Splice Rails at Posts, if possible, but in no case more than 6 inches beyond Post.
2.4 WELDING
A. Employ Craftsmen skilled in welding Ornamental Metals.
B. Perform work carefully.
C. Thoroughly fuse without undercutting or overlapping.
D. Grind exposed Welds smooth; match adjacent color and finish.
E. Finish Welds free from porosity, cracks, and blow holes.
F. Miter and cope Intersections within 2º, fit within 0.02 inches, and weld all around.
2.5 PROTECTIVE COATING
A. Manufacturer: Contractor's choice
B. Type: Easily removable
C. Extent of Work: Provide where necessary to protect exposed Materials against damage
and discoloration.
SECTION 05 7000 05 7000-3
METAL & GLASS RAILINGS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 05 7000-3
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that Structures and Surfaces to receive Ornamental Metal are accurately sized and
located, square, plumb, true, rigid, secure, and otherwise properly prepared.
B. Prior to starting Work, notify General Contractor about defects requiring correction.
C. Do not start Work until conditions are satisfactory.
3.2 PROTECTING WORK OF OTHER SECTIONS
A. Protect against damage and discoloration caused by Work of this Section.
B. Protect contacting, dissimilar Materials against Galvanic Corrosion.
3.3 INSTALLATION, GENERAL
A. Install plumb, square, true, and secure as applicable.
B. Follow Manufacturer's instructions and approved Shop Drawings.
3.4 RAILING INSTALLATION
A. Install to true lines, plumb, and level within 1/8 inch per 12 ft., except as otherwise indicated.
3.5 WASTE MANAGEMENT
A. In accordance with Section 01 7419, collect Scrap, Shipping Pallets, & Packaging Waste; and
place where directed for recycling.
3.6 PRODUCT CLEANING & REPAIRING
A. After all Trades have finished their adjacent Work, remove Protective Coatings as
directed by Coating Manufacturer. Do not use Acid or Abrasive Cleaners.
B. Including Work of other Trades, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by work of this Section.
C. Remove Debris from Project Site upon work completion or sooner, if directed.
END OF SECTION
SECTION 06 1000 06 1000-1
ROUGH CARPENTRY
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 06 1000-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Temporary Toilets, Field Office Buildings, Temporary Enclosures, Barricades,
& Temporary Project Sign: Section 01 5000
B. Concrete Formwork: Section 03 1000
C. Finish Carpentry: Section 06 2200
D. Preservative Treatment of Wood: Section 06 3100
E. Custom-built Casework: Section 06 4100
F. Steel Wall-framing: Section 09 1000
1.3 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.4 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
1.5 EVIDENCE OF GRADE
A. Grademark of Association having jurisdiction must appear on each piece of Material
as follows:
1. Lumber: (WWPA) Western Wood Products Assn. or other Agency certified
by Board of Review of American Lumber Standards Committee.
2. Plywood: (APA) Engineered Wood Assn. (formally known as American
Plywood Assn.); 7011 S. 19th St.; Tacoma, WA 98466; (253) 565-6600.
3. Oriented Strand Board: (APA) Engineered Wood Assn. (formally known as
American Plywood Assn.); 7011 S. 19th St.; Tacoma, WA 98466; (253) 565-6600.
B. On Members scheduled to receive Transparent Finish, if any, do not place Grademark
Stamp where exposed to view. In lieu thereof stamp where concealed, or submit
Certificate of Inspection.
SECTION 06 1000 06 1000-2
ROUGH CARPENTRY
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 06 1000-2
PART 1 - GENERAL
1.6 LEAD DUST REMOVAL
A. The Existing Structure is older than 1978, therefore comply with Federal Lead Dust
Removal Law requirements, including the following:
1. Provide HEPA Filter equipped Vacuums and other necessary Dust-removal Tools
2. Upon Work completion issue Law-compliance Certificate to Owner.
1.7 PRODUCT DELIVERY, STORAGE, & HANDLING
A. Protect against damage and discoloration.
B. Do not store Wood materials in wet or damp areas, or in contact with Ground.
C. Do not overload Building Structure with stored Materials.
PART 2 - PRODUCTS
2.1 FRAMING LUMBER - GENERAL
A. Species, unless otherwise specified:
1. Where Pressure-preservative Treated: Hem-Fir
2. Elsewhere: Douglas Fir
B. Finish, unless otherwise specified herein: Surfaced 4 sides
C. Sizes & Shapes, unless otherwise specified herein: Standard nominal dimensions
D. Manufacturing Standard: Dept. of Commerce Product Standard 20.
E. Grade & WWPA Grading Rules (Paragraph Number):
1. Posts 5x5 & Larger: No. 1 (80.11)
2. Posts smaller than 5x5: No. 1 (42.11)
3. Beams: No. 1 (70.11)
4. Joists & Rafters: No. 2 (62.12)
5. Wall Studs up to 10 ft. Long:
a. 2x4 inch & Smaller: No. 2 (42.00)
b. 2x6 inch & Larger: No. 2 (80.12)
6. Wall Studs Longer than 10 ft.: No. 2 (80.12)
7. Stud Wall Plates: No. 2 (80.12)
8. Furring, Blocking, Curbing, & Bracing: Standard (40.12)
F. Maximum Moisture content when installed in Project: 19%
G. Maximum Moisture content when Finishes are applied: 15%
H. Submit Moisture Content certification to Architect.
SECTION 06 1000 06 1000-3
ROUGH CARPENTRY
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 06 1000-3
PART 2 - PRODUCTS
2.2 PLYWOOD - GENERAL
A. Manufacturing Standard: U.S. Product Standard 1
B. APA Grades, unless otherwise specified elsewhere:
1. Exposed Surfaces: A
2. Elsewhere: C
C. Types, unless otherwise specified elsewhere:
1. Where exposed to Moisture: Exposure 1
2. Elsewhere: Exposure 2
D. Display APA Grade Mark on each Piece
E. Allowable added Urea-Formaldehyde Resins: None
2.3 FRAMING CONNECTORS
A. Manufacturer: Simpson, K.C. Metals, USP, or approved.
B. Model:
1. Connector Model Numbers shown on Drawings have been selected
from Simpson Catalog.
2. If Specific Model is not shown on Drawings, use type recommended
by Manufacturer for conditions of installation.
C. Material:
1. If and where contacting Preservative Treated Wood: Stainless Steel
2. Elsewhere: ASTM-653 Galvanized Steel with G-185 Coating Thickness
2.4 FASTENERS
A. Manufacturing Standard:
1. Bolts: Fed. Spec. FF-B-575
2. Nuts: Fed. Spec. FF-N-836
3. Expansion Shields: Fed. Spec. FF-S-325
4. Lag Screw & Lag Bolts: Fed. Spec. FF-B-561
5. Toggle Bolts: Fed. Spec. FF-B-588
6. Wood Screws: Fed. Spec. FF-S-111
7. Nails & Staples: Fed. Spec. FF-N-105B
B. Washers: Provide Washers under Bolt heads, Lag heads, and Nuts.
C. Material: Steel
D. Finish:
1. At Preservative treated Wood: Stainless Steel
2. At Spaced-Wood Decking: Stainless Steel with exposed Heads matching
adjacent Deck Color
3. At Other Exterior Work: Hot-dip Galvanized
4. At Interior Work: Contractor's choice
(Cont.)
SECTION 06 1000 06 1000-4
ROUGH CARPENTRY
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 06 1000-4
PART 2 - PRODUCTS
2.4 FASTENERS (Cont.)
E. Type:
1. Where type is specifically noted: Use type specified.
2. Elsewhere:
a. Where applied to Lumber: Nails or Wood Screws
b. Where applied to Plywood or Particle Board: Nails or Wood Screws
c. Where applied to Metal: Machine Screws or Bolts
F. Length: If and where underside of any Sheathing is exposed to view, provide short
Fasteners that will not be visible.
G. Extent of Work: Provide all necessary for installation of Work specified herein.
2.5 NAIL IDENTIFICATION
Common Name Length Diameter EZ Code Color Code Tracker
8d Sinker 2-3/8 in. 0.113 B Yellow
8d Hardware 1-1/2 in. 0.131 H Black & "H" emboss
8d Common 2-1/2 in. 0.131 I Blue
10d Framer 3 in. 0.131 J White
10d Hardware 1-1/2 in. 0.148 Q Purple & "H" emboss
10d Shear 2-1/4 in. 0.148 S Purple
10d - 2-1/2 2-1/2 in. 0.148 U Purple
10d Common 3 in. 0.148 V Purple
16d Short 3-1/4 in. 0.131 K Black
16d Sinker 3-1/4 in. 0.148 W Green
16d Hardware 2-1/2 in. 0.162 X Orange & "H" emboss
16d Common 3-1/2 in. 0.162 Z Orange
2.6 ADHESIVE
A. Manufacturer & Brand: Contractor's choice
B. Type: Water-based with 15 grams/liter maximum VOC's
2.7 ACOUSTIC SEALANT
A. Manufacturer & Brand: Pecora BA 98, Tremco Miracle 21, USG Acoustic Sealant, or approved.
B. Extent of Work: Provide at Wood-framed Sound-attenuating Walls.
(Cont.)
SECTION 06 1000 06 1000-5
ROUGH CARPENTRY
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 06 1000-5
PART 2 - PRODUCTS
2.8 SPACED DECKING
A. Decking:
1. Material: Lumber
2. Species: Ipe' Brazilian Walnut (Tabebuia spp.)
3. Size: See Drawings
4. Face Grain: Vertical
5. Surface: Smooth
6. Edges & Corners: Eased
B. Structural Support Members:
1. Material: Lumber
2. Species: Douglas Fir
3. WWPA Grade: No. 2
4. Special Treatment: Pressure-apply Preservatives as specified in Section 06 3100
5. Size: See Drawings
6. Face Grain: Mixed
7. Surface Texture: Smooth
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that Surfaces to receive Work specified herein are rigid, secure, accurately sized
and located, and otherwise properly prepared.
B. Prior to starting Work, notify General Contractor about defects requiring correction.
C. Do not start Work until conditions are satisfactory.
3.2 PROTECTING WORK OF OTHER SECTIONS
A. Protect against damage and discoloration caused by Work of this Section.
3.3 INSTALLATION - GENERAL
A. Install Proprietary Products in accordance with Manufacturer's instructions.
B. Use additional Fasteners to those specified herein where necessary to insure rigidity
and permanence.
C. Provide Washers under Nuts and Heads when making Bolted or Lag Screwed connections.
(Cont.)
SECTION 06 1000 06 1000-6
ROUGH CARPENTRY
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 06 1000-6
PART 3 - EXECUTION
3.3 INSTALLATION – GENERAL (Cont.)
D. Drive Nails perpendicular to grain in lieu of toe-nailing where feasible.
E. Provide for installation and support of Plumbing, Heating, Ventilating, and Electrical Work.
F. Accurately locate, cut, fit, and install Work secure, rigid, to true lines, plumb, and level,
unless otherwise indicated.
3.4 FRAMING CONNECTOR INSTALLATION
A. Provide where indicated; secure with Fasteners recommended by Manufacturer.
3.5 ACOUSTIC SEALANT INSTALLATION
A. Prior to installation, apply 2 beads of Sealant to back side of Wall Studs and Plates,
which directly contact adjacent Solid Surfaces.
B. Permit no voids for Sound passage.
3.6 SPACED WOOD DECKING INSTALLATION
A. Install any Flat Grained Boards with Bark Side faced upward.
B. Install continuous over 2 or more Spans; all End Joints on solid bearing.
C. Space Boards approximately 1/8 inch apart.
D. Secure Boards to each Support with Flat Head, Countersunk, Stainless Steel, Wood Screws
long enough to penetrate at least 2 inches into Supports.
3.7 WASTE MANAGEMENT
A. In accordance with Section 01 7419, collect Scrap, Shipping Pallets, & Packaging Waste; and
place where directed for recycling.
3.8 PRODUCT CLEANING & REPAIRING
A. Including Work of other Trades, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by Work of this Section.
B. Remove Debris from Project Site upon Work completion, or sooner if directed.
END OF SECTION
SECTION 06 2200 06 2200-1
FINISH CARPENTRY
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 06 2200-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Rough Carpentry: Section 06 1000
B. Custom-built Casework & Shelving: Section 06 4100
C. Caulking & Sealing: Section 07 9200
D. Wood Doors, except those installed on Cabinets: Section 08 2100
E. Field Painting & Finishing: Section 09 9000
1.3 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.4 REFERENCED QUALITY STANDARDS
A. General:
1. Unless otherwise modified herein, Quality Standards shall be determined
by Organizations listed below.
2. Copies of Standards can be obtained from Organizations.
B. Material Quality Standards:
1. Hardwood Lumber: North American Architectural Woodwork Standards
(NAAWS) 3.1 published by Woodwork Institute (WI); Box 980247; West
Sacramento, CA 95798-0247; (916) 372-9943.
2. Softwood Lumber: Grading Rules of Western Wood Products Assn. (WWPA);
522 S.W. 5th Ave.; Portland, OR 97204; (503) 224-3930; or Grading Rules of
other Agency certified by Board of Review of American Lumber Standards
Committee.
C. Workmanship Standards:
1. North American Architectural Woodwork Standards (NAAWS) 3.1 published
by Woodwork Institute (WI); Box 980247; West Sacramento, CA 95798-0247;
(916) 372-9943.
1.5 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
SECTION 06 2200 06 2200-2
FINISH CARPENTRY
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 06 2200-2
PART 1 - GENERAL
1.6 PRODUCT DELIVERY
A. Do not deliver Products to Jobsite until notified by General Contractor that Project is
conditioned and prepared to handle and store Products without damage or discoloration.
1.7 PRODUCT STORAGE & HANDLING
A. Protect against damage and discoloration.
1.8 ENVIRONMENTAL REQUIREMENTS
A. Where Wood is located, maintain the following:
1. Minimum Ambient Air Temperature: 55ºF
2. Relative Humidity: 25% to 55%
PART 2 - PRODUCTS
2.1 WOOD-GENERAL
A. Maximum Moisture Content at Installation Time: 12%
2.2 DOOR FRAMES & DOOR TRIM
A. Material: Lumber
B. Species: White Oak
C. Grain: Rift Cut
D. NAAWS Grade: Premium
E. Surface Texture: Smooth
F. Minimum Lengths:
1. Door Frames: 1-piece single-length
2. Opening & Standing Trim: 1-piece single-length
3. Running Trim: Joints no closer than 12 ft. apart
(Cont.)
SECTION 06 2200 06 2200-3
FINISH CARPENTRY
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 06 2200-3
PART 2 - PRODUCTS
2.3 WINDOW SILLS & WALL BASE
A. Material: Lumber
B. Species: Douglas Fir
C. Grain: Mixed
D. WWPA Grade: C & btr.
E. Surface Texture: Smooth
F. Minimum Lengths:
1. Window Sills: 1-piece single-length
2. Wall Base:: Joints no closer than 12 ft. apart
2.4 NAILS
A. Manufacturing Standard: Fed. Spec. FF-N-105B
B. Material: Steel
C. Finish:
1. At Exterior Work: Hot-dip galvanized
2. At Interior Work: Contractor's choice
D. Type: Casing with Blunt or Medium-diamond Points
E. Size & Quantity: As required to secure Members in position
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that Surfaces to receive Finish Carpentry are straight, plumb, true, solid, rigid, and
otherwise properly prepared.
B. Prior to starting Work, notify General Contractor about defects requiring correction.
C. Do not start Work until conditions are satisfactory.
3.2 PROTECTING WORK OF OTHER SECTIONS
A. Protect against damage and discoloration caused by Work of this Section.
(Cont.)
SECTION 06 2200 06 2200-4
FINISH CARPENTRY
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 06 2200-4
PART 3 - EXECUTION
3.3 INSTALLATION - GENERAL
A. Except as otherwise specified herein, comply with WI Custom Grade Workmanship Standards.
B. Miter corners.
C. Accurately scribe Filler Strips and Trim Strips to adjacent Surface irregularities.
D. Ease sharp External Corners prior to finishing.
E. Set exposed Nail Heads 1/16 inch below Wood surface.
3.4 WALL BASE & TRIM INSTALLATION
A. Fit carefully at Joints and against other Members.
B. Locate Joints on solid bearing.
C. Bevel-cut and glue End Joints.
3.5 WASTE MANAGEMENT
A. In accordance with Section 01 7419, collect Scrap, Shipping Pallets, &
Packaging Waste; and place where directed for recycling.
3.6 PRODUCT CLEANING & REPAIRING
A. Including Work of other Trades, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by Work of this Section.
B. Leave Surfaces ready for field-finishing specified in Section 09 9000.
C. Remove Debris from Project Site upon Work completion, or sooner if directed.
END OF SECTION
SECTION 06 3100 06 3100-1
WOOD PRESERVATIVE TREATMENT
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 06 3100-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Rough Carpentry to be treated: Section 06 1000
1.3 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.4 REFERENCED SPECIFICATIONS
A. Pressure Treatments specified hereunder refer to Specifications of American Wood
Preservers Assn., hereinafter referred to as AWPA; Box 361784; Birmingham, AL
35236-1784; (250) 733-4077.
B. Specifications can be obtained from Association.
1.5 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
1.6 CERTIFICATION
A. Affix Quality Seal of American Wood Preservers Bureau (AWPB) to each treated Member
or, submit Affidavit stating that Preservative Treatment complies with these Specifications.
B. Indicate year of treatment, Preservative used in treatment, applicable AWPB Quality
Standard, trademark of AWPB Certified Agency, proper exposure conditions, Treating
Company and Plant location, and Moisture condition of treated material.
1.7 REGULATORY AGENCY REQUIREMENTS
A. Comply with Environmental Protection Agency requirements including the following:
1. Wear Dust Masks and Eye Goggles when sawing or machining Treated Wood.
2. Wash Hands after working with Treated Wood.
3. Do not burn Treated Wood; dispose in normal Trash Collector.
SECTION 06 3100 06 3100-2
WOOD PRESERVATIVE TREATMENT
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 06 3100-2
PART 2 - PRODUCTS
2.1 PRESSURE-APPLIED TREATMENT MATERIAL
A. Treatment: AWPA C-2
B. Preservative:
1. Manufacturer & Brand: CSI ACQ Preserve, Osmose Nature Wood,
Wolmanize Natural Select, or approved.
2. Material: Alkaline Copper Quat or Copper Azole (ACQ)
C. Extent of Work: Apply to Wood, if any, in the following locations:
1. In contact with Earth
2. In contact with Concrete
3. In contact with Masonry
4. Exterior Spaced Wood Deck & Stair Framing Materials
5. In contact with exterior Sheetmetal
6. Elsewhere shown on Drawings or in Specifications
2.2 BRUSH-APPLIED TREATMENT MATERIAL
A. Material: 2% minimum Copper Napthanate Solution, or approved.
B. Extent of Work: Treat any Field Cuts to Pressure-treated Material
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that Material to receive Treatment does not exceed Moisture Content specified for
similar Untreated Wood.
B. Prior to starting Work, notify General Contractor about defects requiring correction.
C. Do not start Work until conditions are satisfactory.
3.2 PROTECTING WORK OF OTHER SECTIONS
A. Protect against damage and discoloration caused by Work of this Section.
3.3 PROTECTING WORK OF THIS SECTION
A. Keep Treated-wood dry, and maintain air-circulation around each Piece.
SECTION 06 3100 06 3100-3
WOOD PRESERVATIVE TREATMENT
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 06 3100-3
PART 3 - EXECUTION
3.4 PRESSURE TREATMENT
A. Follow Referenced Specifications and Treatment Manufacturer’s instructions.
B. Incise Members prior to Treatment.
C. Minimum Retention:
1. If and where in contact with Ground or Water: 0.40 pcf
2. Where above Ground: 0.25 pcf
3.5 FIELD CUTS
A. In accordance with Treatment Manufacturer’s instructions, liberally apply 2 coats
of Brush-applied Treatment Material to field-cut Surfaces.
3.6 WASTE DISPOSAL
A. Do not burn Treated Wood Scraps.
B. Do not mix Treated Wood Scraps with Untreated Wood. Separate Scraps and lawfully dispose.
END OF SECTION
SECTION 06 4100 06 4100-1
CUSTOM BUILT CASEWORK & SHELVING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 06 4100-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Finish Carpentry: Section 06 2200
B. Solid Surface Countertops: Section 06 6500
C. Field Painting & Finishing: Section 09 9000
D. Sinks & Fittings built into Casework, including plumbing connections: See Plumbing
Specifications
E. Electrical Outlets & Conduit built into Casework, including electrical connections: See
Electrical Specifications
1.3 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.4 REFERENCED STANDARDS
A. Except as herein modified, Material and Workmanship Grades shall be as defined
in North American Architectural Woodwork Standards (NAAWS) 3.1 published
by Woodwork Institute (WI); Box 980247; West Sacramento, CA 95798-0247;
(916) 372-9943.
B. Standards may be obtained from Institute.
1.5 DEFINITIONS
A. Exposed Surfaces:
1. Surfaces visible when Drawers and Doors are closed, including any Open Shelving
B. Semi-exposed Surfaces:
1. Surfaces which become visible after Drawers and Doors are opened, including
backs of Doors.
2. Cabinet bottoms, if any, more than 30 inches but less than 42 inches above Floor.
3. Cabinet tops, if any, between 72 and 78 inches above Floor.
C. Concealed Surfaces:
1. Surfaces not normally visible after installation.
2. Cabinet bottoms, if any, less than 30 inches above Floor.
3. Cabinet tops, if any, 78 inches or more above Floor.
4. Web Frames, Dust Panels, Stretchers, Blocking, and Backs behind Drawers.
SECTION 06 4100 06 4100-2
CUSTOM BUILT CASEWORK & SHELVING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 06 4100-2
PART 1 - GENERAL
1.6 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
1.7 SHOP DRAWINGS
A. Submit in accordance with Section 01 3000.
B. Show locations, arrangements, shapes, dimensions, joint details, and other pertinent items.
C. Show connections to adjacent Work, and complete assembly, whether or not Materials
are furnished by Mill.
D. Include Manufacturer's descriptive literature for Specialty Items.
E. Identify Material Grades, Workmanship Grades, Wood Species, and Finishes.
1.8 SAMPLES
A. In accordance with Section 01 3000, submit for review and acceptance 2 samples of each
species of Hardwood Lumber and Plywood and each color of Plastic Laminate proposed
for use.
1.9 PRODUCT DELIVERY
A. Do not deliver Products to Jobsite until notified by General Contractor that Project is
conditioned and prepared to handle and store Products without damage or discoloration.
1.10 PRODUCT STORAGE & HANDLING
A. Protect against damage and discoloration.
1.11 TEMPERATURE & HUMIDITY
A. Where Casework or Shelving are located, maintain the following:
1. Minimum Ambient Air Temperature: 55ºF
2. Relative Humidity: 25% to 55%
1.12 ILLUMINATION
A. Perform no work under less than 30 ft. candles of light measured 3 ft. above Floor.
SECTION 06 4100 06 4100-3
CUSTOM BUILT CASEWORK & SHELVING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 06 4100-3
PART 1 - GENERAL
1.13 FIELD MEASUREMENTS
A. Verify prior to fabrication.
B. If field measurements differ slightly from Drawing dimensions modify Work as required
for accurate fit. If measurements differ substantially, notify Architect prior to fabrication.
PART 2 - PRODUCTS
2.1 EXPOSED LUMBER
A. Species: White Oak
B. Cut: Rift
C. Surface Texture: Smooth, and with eased Exposed Edges.
2.2 CONCEALED LUMBER
A. Species: Douglas Fir
B. Grain: Mixed
C. Surface Texture: Smooth
2.3 EXPOSED PLYWOOD
A. Manufacturing Standard: U.S. Product Standard PS 51
B. Type:
1. Where Exposed to Moisture: Exterior
2. Elsewhere: Interior
C. Core:
1. At Casework Doors: Particle Board
2. Elsewhere: Veneer
D. Face Veneer:
1. Species: White Oak
2. Cut: Rift Sliced
3. Sequence: Slip Match
4. Color: Carefully select Veneers for color-match
(Cont.)
SECTION 06 4100 06 4100-4
CUSTOM BUILT CASEWORK & SHELVING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 06 4100-4
PART 2 - PRODUCTS
2.4 CONCEALED PLYWOOD
A. Manufacturing Standard: U.S. Product Standard PS-1
B. Types:
1. Where Exposed to Moisture: Exposure 1
2. Elsewhere: Exposure 2
C. Core: Veneer
D. Face Veneer:
1. Species: Douglas Fir
2. Cut: Rotary
2.5 PARTICLE BOARD
A. Manufacturer & Brand: Weyerhaeuser Timblend, Champion Novaply,
Willamette Industries Duraflake, or approved.
B. Manufacturing Standard: ANSI A208.1 grade M-5
C. Minimum Density: 45 pcf
D. Maximum Moisture Content: 8%
E. Formaldehyde: None added
2.6 CASEWORK INTERIOR LINER
A. Material: Melamine Low Pressure Laminate
B. Type: Thermal-pressed
C. Color: Black
D. Extent of Work: Cover Semi-exposed Casework and Shelving Surfaces.
2.7 PLASTIC LAMINATE FACING
A. Material: High pressure type conforming to NEMA LD-1
B. Thickness:
1. At exposed Surfaces including Door & Drawer Fronts and Backs: 0.028 inch
2. At Semi-exposed Surfaces: 0.020 inch
C. Color & Pattern: See Color Schedule on Drawings.
2.8 EDGE BANDING
A. Material: Polyvinyl Chloride (PVC)
B. Nominal Thickness: 0.020 inches
C. Color: Match adjacent Facing Material.
SECTION 06 4100 06 4100-5
CUSTOM BUILT CASEWORK & SHELVING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 06 4100-5
PART 2 - PRODUCTS
2.9 FINISH HARDWARE
A. Case-mounted Adjustable Shelf Supports:
1. Manufacturer & Model: Knape & Vogt #346 with #129 Rubber Cushion, or approved.
2. Type: Dowel
3. Material: Steel
4. Finish: Anochrome
B. Wall-mounted Adjustable Shelf Supports:
1. Manufacturer: Knape & Vogt, or approved.
2. Standards Model: 87
3. Brackets Model: 187 with 211 Shelf Rest
4. Material: Steel
5. Finish: Satin Anochrome
C. Extension Drawer Slides:
1. Manufacturer & Model: Contractor’s choice
2. Minimum Storage Load Capacity:
a. At Drawers less than 8 inches high: 75 lbs.
b. At Drawers 8 inches and higher: 150 lbs.
3. Type: Soft-closing full-extension
4. Extent of Work: Provide on all Drawers.
D. Door Hinges:
1. Manufacturer: Blum, or approved.
2. Type: Concealed, soft-closing, and satisfying conditions of use.
3. Opening Angle: 125º
4. Finish: Nickel plated
E. Drawer & Door Pulls:
1. At Reception Counter
a. Manufacturer:& Model: See Drawings
b. Finish: Match adjacent Door Hardware specified in Section 08 7100.
2. Elsewhere:
a. Manufacturer: Stanley, or approved.
b. Model: 4484
c. Finish: Match adjacent Door Hardware specified in Section 08 7100.
F. Cable Grommets:
1. Manufacturer: Doug Mockett (800) 523-1269, or approved.
2. Series: TG Flip Top
3. Nominal Diameter: 2 inches
4. Material: Plastic
5. Color: Match adjacent Countertop as close as possible.
6. Extent of Work: See Drawings
(Cont.)
SECTION 06 4100 06 4100-6
CUSTOM BUILT CASEWORK & SHELVING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 06 4100-6
PART 2 - PRODUCTS
2.9 FINISH HARDWARE (Cont.)
G. Drawer & Door Locks:
1. Manufacturer: Schlage, or approved.
2. Series:
a. At Doors: CL1000
b. At Drawers: CL2000
3. Barrel Length: Satisfy conditions of use.
4. Keying:
a. Key Locks in different Rooms separately.
b. Key Locks within each Room alike and master-key to match Room Entry
Door Lock, if any.
5. Finish: Match adjacent Door Hardware specified in Section 08 7100
6. Extent of Work: Provide where shown on Drawings.
2.10 FABRICATION
A. General:
1. NAAWS Fabrication Style: Flush Overlay
2. NAAWS Fabrication Grade: Custom
3. All Shelves adjustable, unless otherwise shown on Drawings.
4. Verify dimensions of Sinks and other Items to be built into Cases and Counters.
5. Assemble in Fabrication Shop where feasible.
6. Prior to fabrication, obtain Architect’s approval of field-splice locations.
7. Conceal end grain in Exposed and Semi-exposed Surfaces.
8. Match adjacent Face Veneers to present uniform appearance with no
visible Tool, Machine, or Cross-sanding Marks.
9. Fabricate exposed Joints tight and flush.
10. Fabricate any Curves in longest practicable segments by laminating and/or
machining. Do not use "Chord Segments".
11. Assemble Cases with Adhesive. Use Screws and Bolts where required for
strength and rigidity. Conceal Fastenings wherever possible. Where not possible,
neatly countersink Exposed Fastener and fill Surface with Material matching
adjacent Surface.
12. Install Finish Hardware in Fabrication Shop.
13. Machine sand Exposed and Semi-exposed Wood Surfaces to eliminate
any Blemishes, Sanding Marks, Surplus Glue, Raised Grain, Veneer
De-lamination, or Water Marks.
(Cont.)
SECTION 06 4100 06 4100-7
CUSTOM BUILT CASEWORK & SHELVING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 06 4100-7
PART 2 - PRODUCTS
2.10 FABRICATION (Cont.)
B. Materials, unless elsewhere specifically noted otherwise:
1. Exposed Surfaces:
a. At Reception Counter:
1. Material: Wood
2. Door & Drawer Face Grain Direction: Vertical
b. Elsewhere: Plastic Laminate faced
2. Semi-exposed Surfaces:
a. Backside of Doors & Drawer Fronts: Match adjacent exposed Surfaces
b. Door & Drawer Face Edges: Edge Banding
c. Elsewhere: Casework Interior Liner
3. Shelving & Countertops:
a. Material: Plywood
b. Thickness:
1. At Spans up to 36 inches: 3/4 inch
2. At Spans between 36 and 48 inches: 1 inch
4. Concealed Casework Backs: 1/4 inch thick Cabinet Interior Liner faced toward
Case Interior
5. Drawer Bottoms: 1/4 inch thick Cabinet Interior Liner faced upward
6. All Other Construction Materials: 3/4 inch thick Particle Board
C. Edge Banding, including Door & Drawer Face Edges:
1. At Plastic Laminate Faced Surfaces: Cover with PVC Edge Banding
2. At Exposed Wood Surfaces: Band with matching Wood in accordance with
NAAWS Standards. Miter Band Corners.
3. At Shelving & other Semi-concealed Surfaces: Band with matching Interior
Casework Liner in accordance with NAAWS Standards.
D. Adjustable Shelf Hardware:
1. Drill Holes in Case Wall to receive Shelf Support Dowels. Space Holes 1 inch o.c.
maximum over full height of Wall.
E. Drawer Slides, Locks, Grommets, & Pulls:
1. Follow Manufacturer's instructions.
F. At Sink Cabinets:
1. Hold Bottom Shelf 1/2 inch back from rear face of Door to provide open space
for ventilation.
G. Door Silencers:
1. Provide Felt or Rubber Silencers where necessary to prevent noisy Door-to-Frame contact.
(Cont.)
SECTION 06 4100 06 4100-8
CUSTOM BUILT CASEWORK & SHELVING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 06 4100-8
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that Surfaces to receive Casework or Shelving are straight, plumb, true, solid,
rigid, and otherwise properly prepared.
B. Prior to starting Work, notify General Contractor about defects requiring correction.
C. Do not start Work until conditions are satisfactory.
3.2 PROTECTING WORK OF OTHER SECTIONS
A. Protect against damage and discoloration caused by Work of this Section.
3.3 INSTALLATION
A. Miter Corners, and bevel-cut and glue Joints.
B. At adjacent in-line Base Cabinets where Rubber Base is scheduled, provide
continuous Wood Backing to receive Rubber Base.
C. Secure Work in place, plumb, square, true, level, and without distortion; level where
necessary with concealed Shims.
D. Secure Work to Backing with countersunk Screws.
E. Accurately scribe Face Plates, Filler Strips, and Trim Strips to adjacent surface
irregularities. Install with Finish Nails, set for puttying, except where Screws are
required.
F. Ease sharp External Corners prior to finishing.
3.4 ADJUSTMENTS
A. Adjust Moving Parts to operate satisfactorily at time of Project Substantial Completion
and during Warranty Period.
3.5 WASTE MANAGEMENT
A. In accordance with Section 01 7419, collect Scrap, Shipping Pallets, & Packaging Waste;
and place where directed for recycling.
(Cont.)
SECTION 06 4100 06 4100-9
CUSTOM BUILT CASEWORK & SHELVING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 06 4100-9
PART 3 - EXECUTION
3.6 PRODUCT CLEANING & REPAIRING
A. Including Work of other Trades, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by Work of this Section.
B. Leave Wood Surfaces ready for Finishing specified in other Sections.
C. Remove Debris from Project Site upon Work completion, or sooner if directed.
END OF SECTION
SECTION 06 6500 06 6500-1
SOLID SURFACE COUNTERTOPS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 06 6500-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Casework to receive Countertops: Section 06 4100
1.3 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.4 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
1.5 SHOP DRAWINGS
A. Submit in accordance with Section 01 3000.
B. Show dimensions, shapes, fabrication details, connections to adjacent Work, and other
pertinent items.
1.6 SAMPLES
A. Prior to fabrication, submit in accordance with Section 01 3000, two 2x2 inch (min.)
Solid Surface Countertop color samples for Architect's approval.
1.7 PRODUCT DELIVERY, STORAGE, & HANDLING
A. Protect against damage and discoloration.
1.8 FIELD MEASUREMENTS
A. Verify prior to fabrication.
B. If field measurements differ slightly from Drawing dimensions modify Work as required
for accurate fit. If measurements differ substantially, notify Architect prior to fabrication.
SECTION 06 6500 06 6500-2
SOLID SURFACE COUNTERTOPS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 06 6500-2
PART 1 - GENERAL
1.9 SPECIAL WARRANTY
A. Warrant Work of this Section for 10 years against Material defects occurring under
normal usage.
B. Repair or, when directed, replace defective Countertops.
PART 2 - PRODUCTS
2.1 COUNTERTOPS & BACKSPLASHES
A. Manufacturer, Brand, & Color: See Finish Schedule on Drawings
B. Size, Shape, & Thickness: See Drawings
2.2 ADHESIVE
A. Manufacturer & Brand: Contractor's choice
B. Type: Satisfy conditions of use.
C. Maximum VOC Level: 50 grams/liter
2.3 JOINT SEALANT
A. Manufacturer: Dow, GE, or approved.
B. Type: Silicone with Mildew-inhibiter
C. Color: Clear translucent
2.4 FABRICATION
A. Fabricate to sizes and shapes shown on Drawings.
B. Fabricate Sinks, if any, with rounded corners.
C. Joints:
1. Longitudinal Joints: None permitted
2. Cross Joints: Locate no closer than 6 ft. apart.
3. Make Joints between adjacent Components inconspicuous and without voids,
secure against movement with Adhesive, and reinforce with 2 inch minimum
width Strip under each Joint.
D. Finishing:
1. Ease exposed edges.
2. Finish top and edge surfaces smooth and uniform.
3. Polish exposed top and edge surfaces to Matte Finish with 5 to 20 Gloss Rating.
SECTION 06 6500 06 6500-3
SOLID SURFACE COUNTERTOPS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 06 6500-3
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that Surfaces to receive Countertops are accurately sized and located, dry, clean,
smooth, sound, secure, and are otherwise properly prepared.
B. Prior to starting Work, notify General Contractor about defects requiring correction.
C. Do not start Work until conditions are satisfactory.
3.2 PROTECTING WORK OF OTHER SECTIONS
A. Protect against damage and discoloration caused by work of this Section.
3.3 INSTALLATION
A. Install Components level, square, plumb, and true in accordance with approved Shop
Drawings and Manufacturer's instructions.
3.4 PROTECTION
A. Protect completed Work against damage or discoloration.
3.5 WASTE MANAGEMENT
A. In accordance with Section 01 7419, collect Scrap, Shipping Pallets, & Packaging Waste;
and place where directed for recycling.
3.6 PRODUCT CLEANING & REPAIRING
A. Promptly remove any excess Adhesive or Sealant.
B. Remove any Stains from surfaces.
C. Including Work of other Trades, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by Work of this Section.
D. Remove Debris from Project Site upon Work completion, or sooner if directed.
END OF SECTION
SECTION 07 1800 07 1800-1
TRANSPARENT WATER REPELLENT
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 07 1800-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 EXTENT OF WORK
A. Provide over exposed exterior surfaces of new and existing Vertical Concrete Work.
1.3 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Concrete to receive Repellent: Section 03 3000
1.4 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.5 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
1.6 CERTIFICATIONS
A. Prior to starting Work submit Manufacturer's certification that:
1. Applicator is qualified to perform Work.
2. Proposed Products are appropriate for intended use.
3. Surfaces to receive Repellent are properly prepared, and will not prevent issuance
of Manufacturer's Warranty.
1.7 APPLICATOR
A. 3 years minimum prior successful experience performing Work specified herein, and
acceptable to Repellent Manufacturer.
SECTION 07 1800 07 1800-2
TRANSPARENT WATER REPELLENT
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 07 1800-2
PART 1 - GENERAL
1.8 PRODUCT DELIVERY, STORAGE, & HANDLING
A. Deliver Materials in original sealed Containers, clearly marked with Manufacturer's
name, brand name, and Material type.
B. Unless otherwise authorized by Repellent Manufacturer, maintain Storage Room
Temperature between 50ºF and 85ºF.
C. Do not remove Labels or open Containers until Architect reviews and accepts.
1.9 ENVIRONMENTAL CONDITIONS
A. Do not apply Repellent when Ambient Air or Substrate Surface temperature is less than
40ºF or more than 100ºF, or when such temperature is anticipated within 24 hours after
Repellent application.
B. Do not apply Repellent if Ice or Frost covers Substrate to be treated, during Inclement
Weather, or until Substrate Materials dry from effects of such Weather.
1.10 WARRANTY
A. Except where permitted by new Substrate Cracks wider than 1/32 inch, Repellent shall
not permit Water-absorption into Substrate during 20-year period following date of
Project Substantial Completion.
PART 2 - PRODUCTS
2.1 REPELLENT
A. Manufacturer & Brand: Chem-Trete, or approved.
B. Brand: BSM 400
C. Minimum ASTM E-514 Water Leakage Reduction: 95%
D. Type: VOC-compliant, water-base, non-gloss, and will not alter appearance of Surface
to receive Repellent.
2.2 MASKING MATERIAL
A. Manufacturer & Brand: Contractor's choice
B. Type: Strippable and satisfying conditions of use.
SECTION 07 1800 07 1800-3
TRANSPARENT WATER REPELLENT
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 07 1800-3
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that Surface to receive Repellent is:
1. Clean, dry, and solid; free of frost, ice, wax, efflorescence, loose particles, and
other foreign matter that could block Repellent absorption; and is otherwise
properly prepared.
2. Cured for at least 28 days.
B. Notify General Contractor to fill or replace any Surface Cracks exceeding 1/64 inches in width.
C. Verify that adjacent Caulking and Sealing are completed prior to applying Repellent.
D. Prior to starting Work, notify General Contractor about defects requiring correction.
E. Do not start Work until conditions are satisfactory.
3.2 PROTECTION
A. Protect adjacent Materials including Glass, Aluminum, Planting Beds, and Vegetation
against damage and discoloration caused by Work of this Section.
B. Clean any Surfaces contaminated by Repellent.
C. Replace any Vegetation contaminated by Repellent.
3.3 SURFACE PREPARATION
A. Follow Manufacturer's instructions.
B. Unless otherwise deemed unnecessary by Repellent Manufacturer, mask off
adjacent Surfaces not to receive Repellent.
3.4 APPLICATION
A. Dilute and/or alter Repellent only in accordance with Manufacturer's instructions.
B. Apply Repellent in accordance with Manufacturer's instructions.
C. Uniformly apply Repellent using low-pressure (15 psi) Airless Spray with Fan-
shaped Coarse Spray Nozzle.
D. At Vertical Surfaces, start application at Surface bottom and work upward. Maintain 6 to
8 inch wide Coating-rundown below Spray-pattern.
E. Brush-apply only where Overspray would affect adjacent Materials or where spray
application proves not applicable.
F. Application Rate: Follow Repellent Manufacturer's instructions.
G. Unless otherwise approved by Repellent Manufacturer, keep wet edges at all times.
H. Prevent Repellent from drying between passes.
SECTION 07 1800 07 1800-4
TRANSPARENT WATER REPELLENT
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 07 1800-4
PART 3 - EXECUTION
3.5 FIELD TESTING
A. Refer to Section 01 4000.
B. After Repellent has dried, spray-apply Water to entire Surface.
C. After Water has dried, and at no additional cost or inconvenience to Owner, recoat
Surfaces that show Water-absorption, and retest until acceptable Test results are obtained.
3.6 WASTE MANAGEMENT
A. In accordance with Section 01 7419, collect and place Scraps, Pallets, and Packaging
Waste where directed for recycling.
3.7 PRODUCT CLEANING & REPAIRING
A. Including Work of other Trades, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by Work of this Section.
B. Remove Masking Material as soon as possible following Repellent application.
C. Remove Debris from Project Site upon Work completion, or sooner if directed.
END OF SECTION
SECTION 07 6200 07 6200-1
SHEET METAL FLASHING & TRIM
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 07 6200-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Field Painting: Section 09 9000
1.3 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.4 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
1.5 REGULATORY AGENCY REQUIREMENTS
A. Comply with OSHA Fall Protection Requirements.
1.6 REFERENCED REQUIREMENTS
A. Comply with minimum requirements specified in “Architectural Sheet Metal Manual”,
published by SMACNA.
1.7 PERFORMANCE REQUIREMENTS
A. Prevent Sheet Metal buckling, oil-canning, joint-opening, over-stressing, attachment-
failure, and other detrimental effects caused by thermally-induced-movement induced
by Solar Heat Gain and Night-time Heat Loss temperature changes.
1.8 PRODUCT DELIVERY, STORAGE, & HANDLING
A. Protect against damage and discoloration.
B. Do not bend, warp, or twist Sheets.
C. Ventilate stored Sheets as required to prevent Condensation build-up between Sheets.
D. Do not overload Roof Structure with Stored Materials.
SECTION 07 6200 07 6200-2
SHEET METAL FLASHING & TRIM
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 07 6200-2
PART 1 - GENERAL
1.9 FIELD MEASUREMENTS
A. Verify prior to fabrication.
B. If field measurements differ slightly from Drawing dimensions modify Work as required
for accurate fit. If measurements differ substantially, notify Architect prior to fabrication.
1.10 MAINTENANCE WARRANTY
A. Prior to Final Acceptance and in accordance with Section 01 7300, submit the following
Maintenance Warranty for inclusion in Owner's Maintenance Manual:
1. We, the Undersigned, do hereby warrant for 2 years following Project Substantial
Completion all new Sheetmetal Flashing against failure due to defective materials
and/or workmanship; for System to remain watertight and weatherproof; and to
repair or replace without additional cost to Owner any water leaks and resulting
damage to Building Materials and/or Building Contents as may occur under
normal usage within Warranty Period.
2. We, the Undersigned, do hereby warrant for 10 years following Project
Substantial Completion, Defective Work as specified above, but not including any
damage to Building Materials or Building Contents.
a. FLASHING SUBCONTRACTOR: _________________________
b. By: ______________________
c. GENERAL CONTRACTOR: ________________________
d. By: _______________________
PART 2 - PRODUCTS
2.1 GALVANIZED STEEL SHEETS
A. Metal Manufacturing Standards: ASTM A-653
B. Quality: Lock-forming
C. Pattern: Smooth without texture
D. Minimum Galvanizing Coating Designation: G-90
E. Minimum Metal Thickness: Specified below
(Cont.)
SECTION 07 6200 07 6200-3
SHEET METAL FLASHING & TRIM
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 07 6200-3
PART 2 - PRODUCTS
2.2 NAILS
A. Manufacturing Standard: Fed. Spec. FF-N-105B
B. Type: Barbed, slating.
C. Head: Flat
D. Material: Stainless Steel Wire
E. Minimum Length: 1 inch
2.3 SCREWS
A. Manufacturing Standard: Fed. Spec. FF-S-107
B. Type: Self-tapping
C. Head: Pan
D. Material: Stainless Steel
E. Minimum Size: No. 7
F. Minimum Length: 1 inch
2.4 RIVETS
A. Type: As required by conditions of use
B. Material: Stainless Steel
C. Minimum Diameter: 1/8 inch
D. Length: Recommended by Rivet Manufacturer for conditions of use
2.5 SEALANT
A. Manufacturer & Brand: Dow 999-A, GE Silicone II, Mameco Vulkem 116,
Ruscoe Permanent Sealer, Sonneborn NP-1, Tremco Gutter Seal, or approved.
2.6 SOLDER
A. Manufacturing Standard: ASTM B-32
B. Lead Content: 50%
C. Tin Content: 50%
2.7 FLUX
A. Material: Rosin, cut Muriatic Acid, or Commercial Preparation suitable for use.
SECTION 07 6200 07 6200-4
SHEET METAL FLASHING & TRIM
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 07 6200-4
PART 2 - PRODUCTS
2.8 ASPHALT PLASTIC CEMENT
A. Manufacturing Standard: Fed. Spec. SS-C-153
B. Type: I
2.9 PRIME COATING & UNDERCOATING
A. For Galvanized Steel: Galvanized Primer specified in Section 09 9000
2.10 ASPHALT COATING COMPOUND
A. Manufacturing Standard: Fed. Spec. TT-C-494
B. Type: II
2.11 FABRICATION
A. General:
1. Form to shapes and dimensions shown with planes and lines in true alignment.
2. Unless otherwise shown on Drawings or specified, fabricate with longest
practicable lengths.
3. Form Openings Head and Sill Flashing with End Dams.
4. Hem exposed edges.
5. Angle bottom edges of vertical surfaces to form drip.
B. Seams:
1. Lap Seams: 3 inch finish width.
2. Solder-Lap Seams: 1 inch finish width; sweat full with Solder.
C. Cleats:
1. 28 ga. Stainless Steel
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that Surfaces to receive Sheet Metal are smooth, clean, and otherwise properly prepared.
B. Verify that Nailers to receive Sheet Metal are properly placed.
C. Prior to starting Work notify General Contractor of defects that require correction.
D. Do not start Work until conditions are satisfactory.
SECTION 07 6200 07 6200-5
SHEET METAL FLASHING & TRIM
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 07 6200-5
PART 3 - EXECUTION
3.2 PROTECTING WORK OF OTHER SECTIONS
A. Protect against damage and discoloration caused by Work of this Section.
3.3 INSTALLATION, GENERAL
A. Install Work watertight, without waves, warps, buckles, tool marks, fastening stresses,
distortion, or defects which impair strength or mar appearance.
B. Install planes and lines in true alignment.
C. Allow for Sheet Metal expansion and contraction.
3.4 CLEAT INSTALLATION
A. Space 2 ft on center, unless continuous Cleats or other spacings are specified hereunder.
B. Secure spaced Cleats to Substrate with 2 Fasteners to prevent Cleat rotation.
C. Secure Continuous Cleats to Substrate with Fasteners spaced at 12 inch maximum centers.
D. Cover Fastener Heads with Cleat Tabs folded back over Fastener Head.
3.5 SOLDERING
A. Clean and flux Metals prior to soldering.
B. Sweat Solder completely through Seam widths using Soldering Iron not Torch which can
over-heat Sheetmetal.
3.6 SEALANT INSTALLATION
A. Apply 1/4 inch diameter Bead, centered in full length of Joint.
3.7 ASPHALT PLASTIC CEMENT INSTALLATION
A. Trowel apply 1/8 inch thick.
3.8 PAINTING
A. If and where Sheet Metal is scheduled to receive Field Painting, shop-apply Primer Coat as
specified in Section 09-90-00. Minimum Primer Coat Dry Film Thickness: 1-1/2 mils.
B. Protect Galvanized Steel against corrosion with Asphaltic Coating Compound. Minimum
Dry Film Thickness applied to each Contacting Face: 7-1/2 mils
SECTION 07 6200 07 6200-6
SHEET METAL FLASHING & TRIM
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 07 6200-6
PART 3 - EXECUTION
3.9 COUNTER FLASHING
A. Form of 24 ga. Galvanized Steel.
B. Overlap Base Flashing 4 inches minimum.
C. Install Bottom Edge spring-tight against Base Flashing, or at Contractor's option
secure Bottom Edge with 1 inch wide Clips spaced no greater than 24 inch o.c.
Attach Clips to Substrate with concealed Fasteners. Reinforce Clips by double-
bending Clip 3/4 inch back over bottom edge of Counter Flashing.
D. Lap-seam Vertical Joints, and apply Sealant.
E. Miter, Lap-seam, and close Corner Joints with Solder.
F. Provide where Roof abuts Vertical Surfaces, and elsewhere shown on Drawings.
3.10 ROOF PENETRATION FLASHING
A. General:
1. Form of 24 ga. Galvanized Steel.
B. Base Flashing:
1. Extend Flange onto Roof 8 inches minimum in all directions away from
Penetration and upward around Penetration to position at least 2 inches
above Roof surface.
C. Counter Flashing:
1. Overlap Base Flashing at least 1 inch with Storm Collar sloped away from Penetration.
2. Secure to Penetration with Solder or with Draw Band and Sealant.
3.11 OPENINGS FLASHING
A. Provide 24 ga. Galvanized Steel Head, Jamb, and Sill Flashing around Doors, Windows,
and other Openings in exterior Walls; where shown on Drawings; and elsewhere necessary
to maintain Building watertight. Fabricate Horizontal Flashing with End Dams.
PART 3 - EXECUTION
3.12 WASTE MANAGEMENT
A. In accordance with Section 01 7419, collect and place Scraps, Pallets, and Packaging
Waste where directed for recycling.
SECTION 07 6200 07 6200-7
SHEET METAL FLASHING & TRIM
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 07 6200-7
PART 3 - EXECUTION
3.13 CLEANING & REPAIRING
A. As Work progresses, neutralize excess flux with 5% to 10% Washing Soda Solution, and
thoroughly rinse.
B. Including Work of other Sections, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by Work of this Section.
C. Leave surfaces ready for Field Painting specified in Section 09 9000.
D. Remove Debris from Project Site upon Work completion, or sooner if directed.
END OF SECTION
SECTION 07 9200 07 9200-1
JOINT SEALANTS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 07 9200-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division
1, bound herewith, in addition to this Specification and accompanying
Drawings.
1.2 EXTENT OF WORK
A. At New Work:
1. Caulk Exterior Joints as follows:
a. Joints around new Window Frames, new Door Frames,
and other new Openings in Exterior Walls: Modified
Silicone (STPe) Sealant
b. Joints between Floor and bottom of new Exterior Door
Frames: Modified Silicone (STPe) Sealant
c. Joints between adjacent new Dissimilar Materials:
Modified Silicone (STPe) Sealant
d. Elsewhere caulking is shown on Drawings or required
to weatherproof Building: Modified Silicone (STPe)
Sealant
2. Caulk within Exterior Frame Walls as follows:
a. Space between Wall Framing Members and new
Windows, new Doors, and other new Openings where
subject to Air-infiltration: Foam Air-Infiltration
Sealant
3. Caulk Interior Joints as follows:
a. Joints around new Window Frames, new Door Frames,
and other new Openings in Exterior Walls: Acrylic
Latex Sealant
b. Joints between adjacent new Dissimilar Materials:
Acrylic Latex Sealant
c. Elsewhere caulking is shown on Drawings or required
to fill new Open Joints: Acrylic Latex Sealant
1.3 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Acoustic Caulking at Wood Wall Framing: Section 06 1000
B. Sealing Sheetmetal Joints: Section 07 6200
C. Glazing Compounds employed to set Glass: Section 08 8000
D. Acoustic Caulking at Metal Wall Framing: Section 09 1000
E. Acoustic Caulking at new Gypsum Board: Section 09 2500
F. Sealing new Ceramic Tile Joints: Section 09 3100
SECTION 07 9200 07 9200-2
JOINT SEALANTS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 07 9200-2
PART 1 - GENERAL
1.4 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of
this Section.
1.5 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this
Section.
1.6 FIELD MOCK UP
A. Provide examples of each type of Joint Sealant for Architect's review.
B. Reprepare, if necessary, until Mock Up is accepted.
C. Accepted Mock Ups represent minimum standard, and Work of lesser
quality is subject to rejection.
D. Approved Mock Ups may be used on Project Work.
1.7 PRODUCT DELIVERY, STORAGE, & HANDLING
A. Protect against damage and discoloration.
B. Store in original, tightly sealed Containers, and with original legible
Labels thereon. Do not open Containers or remove Labels until
Architect reviews.
C. Do not exceed Sealant shelf life.
1.8 WEATHER REQUIREMENTS
A. Perform no Work when weather exceeds Manufacturer's specified
limits.
B. Prohibited Air Temperature:
1. Minimum: 40ºF and falling
2. Maximum: 90ºF and rising
(Cont.)
SECTION 07 9200 07 9200-3
JOINT SEALANTS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 07 9200-3
PART 2 - PRODUCTS
1.9 ADVANCE NOTICES
A. Where Transparent Water Repellant specified in Section 07-18-00 is to
be applied over Work of this Section, notify General Contractor to
delay application of Repellant until Work of this Section is complete
and accepted.
1.10 WARRANTY
A. Warrant exterior Joint Sealant Work for 10 years following
Project Substantial Completion date that Sealants will not loose
their adhesion or cohesion, that Work of this Section will remain
weatherproof, and that Contractor will repair and/or replace
without additional cost to Owner any water leaks and resulting
damage to Building Materials and/or Building Contents as may
occur under normal usage within Warranty Period.
PART 2 - PRODUCTS
2.1 MODIFIED SILICONE (STPe) SEALANT
A. Manufacturer & Brand: BASF Masterseal 150 (formally Sonneborn Sonolastic 150),
or approved.
B. Material: 1-component Silyl Terminated Polyester
C. Manufacturing Standard: ASTM C-920, Type S, Class 25, Grade NS.
D. ASTM C-661 Shore A Hardness Range: 15-20
E. Joint Movement Range: Plus 100% to Minus 50%
2.2 ACRYLIC LATEX SEALANT
A. Manufacturer & Brand: Contractor's choice
B. Components: 1
C. Manufacturing Standard: ASTM C-834
D. Minimum ASTM C-736 Recovery: 75%
E. Joint Movement Range: Plus or Minus 7½ %
SECTION 07 9200 07 9200-4
JOINT SEALANTS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 07 9200-4
PART 2 - PRODUCTS
2.3 FOAM AIR-INFILTRATION SEALANT
A. Manufacturer Standard: AAMA 812
2.4 SEALANT COLORS
A. Foam Sealant: Contractor's choice
B. Modified Silicone Sealant: Clear Translucent, unless otherwise indicated.
C. All Other: Approximate color of Adjacent Surfaces, unless otherwise
indicated, and subject to Architect's approval. Obtain Architect's
instructions if Sealant is adjacent to different colors.
2.5 PRIMER & SURFACE CONDITIONER
A. Manufacturer & Type: Recommended by Sealant Manufacturer
2.6 BACKER ROD
A. Manufacturer & Brand: Contractor's choice
B. Material: Combined open-cell & closed-cell Polyolefin, non-off gassing,
non-exuding, non-absorbing, round, soft-rod, recommended by Sealant
Manufacturer for conditions of use.
C. Manufacturing Requirements: Comply with 1990 Clean Air Act.
D. Diameter: 25% greater than Joint width
E. Extent of Work: Provide for all Sealants, except Foamed types, where
necessary to prevent 3-sided adhesion of Sealant to Substrate
2.7 BOND-BREAKER TAPE
A. Manufacturer & Brand: Contractor's choice
B. Material: Polyethylene Tape, or approved.
C. Extent of Work: Where Backer Rod can not be used, provide Tape
where necessary to prevent 3-sided adhesion of Sealant to Substrate
2.8 FOAM SEALANT DAMS
A. Material: Contractor's choice
B. Minimum UL Fire Resistance Rating:
1. At Dams Remaining in Place: Match adjacent Wall or Floor Rating.
2. At Dams to Be Removed: None required
SECTION 07 9200 07 9200-5
JOINT SEALANTS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 07 9200-5
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that Joints to be sealed are clean, dry, and free from Dust, Oil,
Grease, Rust, Lacquer, loose Mortar, Ice, Frost, or other Bond-reducing
Matter. If necessary, remove Bond-reducing Matter by grinding.
B. Verify that Sealants are compatible with Substrate.
C. Allow Concrete Surfaces to cure at least 4 weeks before applying Sealant.
D. Prior to starting Work, notify General Contractor about defects
requiring correction.
E. Do not start Work until conditions are satisfactory.
3.2 PROTECTING WORK OF OTHER SECTIONS
A. Protect against damage and discoloration caused by work of this Section.
B. Mask Surfaces adjacent to Joints as required for complete protection.
3.3 SURFACE PREPARATION
A. Remove Dust, Dirt, Moisture, and any other Foreign Matter from Joints to
be sealed.
3.4 PRIMING
A. Unless otherwise recommended by Sealant Manufacturer, prime Surfaces to
receive Sealant.
B. Apply with Bristle Brush.
C. Do not flood surfaces.
3.5 INSTALLATION - GENERAL
A. Follow Manufacturers' instructions and ASTM C-1193.
(Cont.)
SECTION 07 9200 07 9200-6
JOINT SEALANTS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 07 9200-6
PART 3 - EXECUTION
3.6 BACKER ROD INSTALLATION
A. Using dry Wheeled Tool, install Backer Rod behind Sealant in accordance with
Sealant Manufacturer's instructions. Do not use Lubricants to ease installation.
B. Provide in continuous, one-piece lengths where practicable. Where discontinuous
pieces are necessary, butt Rod Joints neatly and snugly.
C. At Corners, miter and snuggly abut adjacent Rod ends.
D. Depth behind adjacent Surface: Approximately 1/2 Joint width (1/4 inch minimum
and 5/8 inch maximum).
E. Do not stretch, twist, puncture, or tear Rods. Replace any damaged Rods.
3.7 DAM INSTALLATION
A. Provide around Wall and Floor Penetrations to receive Foam
Penetration Sealant.
3.8 FOAM SEALANT INSTALLATION
A. Inject Sealant continuously until Opening is filled.
B. If Opening is not filled within Sealant Snap Time or maximum of 3 minutes,
stop application for at least 15 minutes before resuming work.
C. Trim cured Foam flush with Adjacent Surface.
D. Remove any combustible Dams.
3.9 MODIFIED SILICONE (STPe) & ACRYLIC LATEX SEALANT INSTALLATION
A. Apply in accordance with Manufacturer's instructions using Hand
or Pressure Gun-type Dispenser.
B. Size Gun Nozzle to fit Joint.
C. Force Sealant into Joints firmly against Joint Sides to fill Joints and Voids
solid; superficial pointing with Skin Bead not acceptable.
D. Prevent 3-sided adhesion of Sealant to Substrate.
E. Install Sealant flush with Adjacent Surface.
F. Within 10 minutes after installation, and using Dry Tool finish Sealant
to smooth, uniform, and slightly concave shape.
G. Remove excess Sealant and Masking Materials, if any, immediately
after Sealant installation.
H. Leave Sealant Surfaces neat and smooth.
SECTION 07 9200 07 9200-7
JOINT SEALANTS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 07 9200-7
PART 3 - EXECUTION
3.10 WASTE MANAGEMENT
A. In accordance with Section 01 7419:
1. Place used Sealant Tubes, Dispensers, and Pails in Hazardous Materials containers.
2. Collect and place Scraps, Pallets, and Packaging Waste where directed
for recycling.
3.11 PRODUCT CLEANING & REPAIRING
A. Including Work of other Trades, clean, repair and touch-up, or replace when
directed, Products which have been soiled, discolored, or damaged by Work of
this Section.
B. Remove Debris from Project Site upon Work completion, or sooner if directed.
END OF SECTION
SECTION 08 2100 08 2100-1
WOOD DOORS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 2100-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Wood Door Frames & Trim: Section 06 2200
B. Custom Built Casework Doors: Section 06 4100
C. Aluminum Doors & Frames: Section 08 4000
D. Door Hardware: Section 08 7100
E. Door Glazing: Section 08 8000
F. Field Painting & Finishing: Section 09 9000
1.3 OPTIONS
A. Pre-fitting Doors to Frames and preparing for Door Hardware specified in Section 08 7100
may, at Contractor's option, be performed at Factory.
1.4 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.5 REFERENCED SPECIFICATIONS
A. Architectural Standards published by Window & Door Manufacturing Assn., hereinafter
referred to as WDMA.
B. Standards can be obtained from Association at 401 N. Michigan Ave; Suite 2220;
Chicago, IL 60611; (312) 321-6802.
1.6 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
(Cont.)
SECTION 08 2100 08 2100-2
WOOD DOORS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 2100-2
PART 1 - GENERAL
1.7 SHOP DRAWINGS
A. Submit as specified in Section 01 3000.
B. For each Door show Location, Size, Core material, Face material, required Undercuts,
Blocking for Hardware, Openings together with full size Glass installation Mouldings,
and Factory-machining for Hardware.
1.8 SAMPLES
A. Submit as specified in Section 01 3000.
B. Include two 12x12 inch samples of Face Veneers.
1.9 PRODUCT DELIVERY
A. Do not deliver Doors to Jobsite until notified by General Contractor that Project is
conditioned and prepared to handle and store Doors without damage or discoloration.
B. Prior to delivery, factory-apply Manufacturer's standard Waterproof Sealer to Door Edges.
C. Individually wrap each Door with Protective Covering. Upon Jobsite delivery,
open Coverings to promote ventilation, however do not remove Covering until
adjacent Painting and Finishing Work is completed.
1.10 PRODUCT STORAGE & HANDLING
A. Protect against damage and discoloration.
B. Do not store in damp or wet locations, including Spaces containing wet Materials.
C. Store flat, at least 3-1/2 inches above level and dry surface, and in well-ventilated space.
D. Protect Doors against direct Sunlight that could bleach Door Face Veneers.
E. Handle Doors with clean Hands or clean Gloves.
F. Do not drag Doors across other Doors or other Surfaces.
1.11 STORAGE & WORK AREA ENVIRONMENTAL REQUIREMENTS
A. Humidity Range: 30% to 60%
B. Air Temperature: 50ºF to 90ºF
1.12 WARRANTY
A. Lifetime warranty required
B. Replace, rehang, and refinish without additional cost to Owner any delaminated Doors or
any Interior Doors exceeding Tolerance limits.
SECTION 08 2100 08 2100-3
WOOD DOORS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 2100-3
PART 2 - PRODUCTS
2.1 DOORS
A. Manufacturers: Algoma, Eggers, Graham, Lynden, Marshfield, Mohawk, Oregon Door,
Vancouver, VT Industries, or approved.
B. WDMA Manufacturing Standard: 1A
C. WDMA Performance Grade: Heavy Duty
D. WDMA Appearance Grade: Premium
E. Type: Flush Face
F. Construction: 7 ply
G. Sizes: See Door Schedule
H. Core: LD-2 grade Particle Board
I. Face Veneer:
1. Species: White Oak
2. Grain: Rift Sliced
3. Veneer Match: Slip
J. Head Rail Minimum Height: 8 inches
K. Bottom Rail Minimum Height: 10 inches
L. Edge Bands:
1. Species: Manufacturer's standard Hardwood matching Door Veneer color.
2. Minimum Thickness: 1/2 inch
3. Extent of Work: Provide at Side Stiles only.
2.2 FABRICATION
A. Prepare Doors in accordance with Referenced Specifications.
B. Bond Edge Banding to Core with Adhesive, and plane smooth before applying Face Veneers.
C. Glazing Stops:
1. Install with Manufacturer's standard Wood Stops installed with counter-sunk Screws.
2. Prevent Glazing Stops from interfering with installation of any Panic Devices or
any Lever Handle Door Latches or Locks.
D. Machine and hand sand exposed surfaces.
E. Hardware Mounting Heights: See Mounting Heights Drawing in Section 08 7100.
2.3 ALLOWABLE FABRICATION TOLERANCES
A. Thickness: 1/16 inch plus or minus.
B. Size: 1/16 inch plus or minus; 1/32 inch for Factory-fit door.
C. Squareness: 1/8 inch maximum difference between opposite diagonal measurements.
D. Maximum Warp: 1/4 inch space measured from horizontal, vertical, or diagonal straight
edge to point of maximum bow, cup, or twist.
E. Maximum Stile, Rail, and Core telegraphing show-through at Door Face: 1/100 inch in
any 3 inch span.
SECTION 08 2100 08 2100-4
WOOD DOORS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 2100-4
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that Door Frames are correct type, accurately located and sized, square, plumb,
true, and otherwise properly prepared.
B. Prior to starting Work, notify General Contractor about defects requiring correction.
C. Do not start Work until conditions are satisfactory.
3.2 PROTECTING WORK OF OTHER SECTIONS
A. Protect against damage and discoloration caused by Work of this Section.
3.3 PREPARATION OF DOORS FOR HANGING
A. Undercut bottom edge of Doors where and as required for Floor Covering
and Threshold clearances.
B. Fitting Doors to Frames:
1. Fit for width by planing both sides of Door equally and for height by sawing.
2. To prevent chipping, knife-cut Face Veneers before sawing.
C. Seal job-cut surfaces with 2 coats of Waterproof Sealer compatible with Door Finish.
3.4 HANGING
A. Position Doors flush with Frame face.
B. Set plumb so that Door will hold any desired opening position.
C. Install with the following Clearances:
1. Between Door & Frame: 1/8 inch
2. Between Door Bottom & Floor: 1/4 inch
3.5 ADJUSTMENTS
A. Adjust Doors to operate smoothly at time of Project Substantial Completion and
during Warranty Period.
3.6 WASTE MANAGEMENT
A. In accordance with Section 01 7419, collect and place Scraps and Packaging Waste
where directed for recycling.
SECTION 08 2100 08 2100-5
WOOD DOORS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 2100-5
PART 3 - EXECUTION
3.7 PRODUCT CLEANING & REPAIRING
A. Including Work of other Trades, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by Work of this Section.
B. Leave surfaces ready for field-finishing specified in Section 09 9000.
C. Remove Debris from Project Site upon Work completion, or sooner if directed.
END OF SECTION
SECTION 08 4000 08 4000-1
ALUMINUM ENTRANCE DOOR & FRAME REPLACEMENTS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 4000-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 PRODUCTS INSTALLED, BUT FURNISHED UNDER OTHER SECTIONS
A. Door Hardware specified in Section 08 7100.
B. Glazing specified in Section 08 8000
1.3 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Joint Caulking & Sealing: Section 07 9200
B. Hollow Steel Doors & Frames: Section 08 1100
C. Automatic Door Operators: Section 08 4600
1.4 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.5 REFERENCED SPECIFICATIONS
A. Comply with applicable portions of manufacturing and installation recommendations of
American Architectural Manufacturer's Association, hereinafter referred to as AAMA;
1827 Walden Office Square; Suite 550; Schaumburg, IL 60173; (847) 303-5664.
B. Copies can be obtained from Association.
1.6 SYSTEM DESIGN REQUIREMENTS
A. In accordance with governing laws, regulations, and codes; Drawings and Specifications,
design, engineer, fabricate, and install Work of this Section including System Supports &
Attachments.
B. Comply with the following:
1. Loads listed in Structural Notes on Drawings
2. Loads induced by Window Washing
3. Wind Loads: Satisfy Building Code Exposure B requirements
4. Maximum Surface Deflection:
a. Spans up to 14 ft.: L/240
b. Spans 14 ft. & Greater: L/300
c. Do not cause loss of Glass Bite greater than 25% of Design Dimension
SECTION 08 4000 08 4000-2
ALUMINUM ENTRANCE DOOR & FRAME REPLACEMENTS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 4000-2
PART 1 - GENERAL
1.7 SYSTEM PERFORMANCE REQUIREMENTS
A. Design, engineer, fabricate, and install Work of this Section to satisfy the following:
1. Withstand Thermal Expansion induced by up to 60ºF Temperature Shift
without System buckling, Glass stress, Sealant failure, Fastener damage, or
other detrimental effects.
2. Minimum AAMA 1502.7 Condensation Resistance Factor (CRF): 60
3. AAMA System Water Penetration Field Test 501.2: No penetration
1.8 CERTIFICATE OF COMPLIANCE
A. Submit certification, signed and sealed by Engineer registered to practice in Washington
which stipulates that Work of this Section complies with Design & Performance
Requirements specified above.
B. If Work, as specified herein and shown on Drawings, is not capable of complying
with Design & Performance Requirements specified above, so notify Architect at
least 5 working days prior to Bid Opening date.
1.9 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
1.10 INSTALLER'S QUALIFICATIONS
A. Employed by or acceptable to Manufacturer.
1.11 SHOP DRAWINGS
A. Submit in accordance with Section 01 3000.
B. Show construction, materials, profiles, thicknesses, dimensions, fasteners, supports,
anchors, required clearances, and other pertinent details.
1.12 SAMPLES
A. Submit in accordance with Section 01 3000.
B. Include two 12 inch long Samples of specified Metal Finishes.
C. Match fabricated Work with accepted Samples.
SECTION 08 4000 08 4000-3
ALUMINUM ENTRANCE DOOR & FRAME REPLACEMENTS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 4000-3
PART 1 - GENERAL
1.13 PRODUCT DELIVERY
A. Coordinate with General Contractor's work schedule.
1.14 PRODUCT STORAGE & HANDLING
A. Protect against damage and discoloration.
1.15 FIELD MEASUREMENTS
A. Verify prior to fabrication.
B. If field measurements differ slightly from Drawing dimensions modify Work as required
for accurate fit. If measurements differ substantially, notify Architect prior to fabrication.
1.16 SPECIAL WARRANTY
A. For 2 years following Substantial Completion date, and in accordance with Contract
Conditions, warrant exterior installations against water-leakage and air-infiltration, and to
repair or replace without additional cost to Owner any water leaks and resulting damage
to Building Materials and/or Building Contents as may occur under normal usage within
Warranty Period.
B. We, the Undersigned, do hereby warrant for 10 years following Project Substantial
Completion, defective Work as specified above, but not including any damage to
Building Materials or Building Contents.
SYSTEM SUBCONTRACTOR: _________________________
By: ______________________
GENERAL CONTRACTOR: ________________________
By: _______________________
(Cont.)
SECTION 08 4000 08 4000-4
ALUMINUM ENTRANCE DOOR & FRAME REPLACEMENTS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 4000-4
PART 2 - PRODUCTS
2.1 ALUMINUM
A. Alloys & Tempers, unless otherwise modified, as follows:
1. Exposed Extrusions: 6063-T6
2. Structural Shapes, Blocking, Bracing, & other Concealed Members: 06063-T6
3. Casting: 214-T6
4. Sheetmetal: 5005-H32
5. Special Finishes: Modify Alloys and Tempers specified above as necessary for
proper application of any Special Finishes specified hereunder.
B. Finish:
1. Concealed Work: Mill finish
2. Exposed Work:
a. AAMA 611 Class 1 Dark Bronze Anodic
b. Minimum Coating Thickness: 0.7 mils
2.2 STEEL REINFORCING
A. Manufacturing Standard: ASTM A-36
2.3 FASTENERS
A. Type: Recommended by Manufacturer for conditions of use
B. Material: Galvanically compatible with Adjacent Materials
C. Finish:
1. Where Exposed to View: Match Adjacent Material
2. Where Concealed: Contractor's choice
2.4 CORROSION INSULATING COMPOUND
A. Material: Asphaltic Coating Compound
B. Manufacturing Standard: Fed. Spec. TT-C-494 type II
2.5 DOOR FRAMES
A. Material: Aluminum
B. Manufacturer: Arcadia, Kawneer, US Aluminum, Vistawall, or approved.
C. Series: Match existing adjacent Frames
SECTION 08 4000 08 4000-5
ALUMINUM ENTRANCE DOOR & FRAME REPLACEMENTS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 4000-5
PART 2 - PRODUCTS
2.6 DOORS
A. Material: Aluminum
B. Manufacturer: Arcadia, Kawneer, US Aluminum, Vistawall, or approved.
C. Stile Width: 1-1/8 inches
2.7 DOOR HARDWARE
A. See Section 08 7100
2.8 DOOR WEATHERSTRIPPING
A. Material: Flexible nonporous Polymeric Strip
B. Features:
1. All Weatherstripping: Easily replaceable
2. Sill Weatherstripping: Easily adjustable for wear
2.9 ACCESSORIES
A. Provide Attachment Embeds, Flashings, Break-metal Closures, Connectors, Trim, etc.
necessary for complete, weatherproof, and secure installation.
2.10 FABRICATION
A. Comply with applicable portions of Referenced Specifications.
B. Hardware Mounting Heights: See Mounting Heights Drawing in Section 08 7100.
C. Provide concealed Steel Reinforcement where indicated or required to resist Wind or
other Applied Loads.
D. Fabricate Connections as required for strength and rigidity using concealed Mechanical
Fastenings wherever possible. Where not possible, welding may be used.
E. Drain Glazing Channels to prevent Insulating Glass from standing in Water.
F. Fabricate with Weep Holes to evacuate to Building Exterior any exterior Water or
interior Condensation.
(Cont.)
SECTION 08 4000 08 4000-6
ALUMINUM ENTRANCE DOOR & FRAME REPLACEMENTS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 4000-6
PART 2 - PRODUCTS
2.11 FABRICATION (Cont.)
G. Cut Horizontal Members between Vertical Members.
H. Match exposed Welds with adjacent Material, free of porosity, cracks, and blow-holes.
I. Select Materials carefully for matching Color and Texture after finishing.
J. Fabricate Flat Surface smooth and true, and free from waves, buckles, and seams.
K. Fabricate Edges, Corners, and Angles clean, sharp, and square.
L. Fit Members with hairline, virtually invisible joints.
M. Allow for expansion and contraction.
N. Prevent Noise resulting from thermally-induced Material movement, Vibration
harmonics, or Wind passage.
O. Make Exterior Work permanently weathertight.
P. Fabricate with the following clearances:
1. Between Doors & Frames: 1/8 inch
2. Between Door Bottoms & Thresholds: 1/4 inch
3. Between Door Bottoms & Floor: 3/4 inch
4. Between Meeting Edges of pairs of Doors: 1/8 inch
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that Openings to receive Work of this Section are plumb, rigid, accurately sized
and located, and otherwise properly prepared.
B. Prior to starting Work, notify General Contractor about defects requiring correction.
C. Do not start Work until conditions are satisfactory.
3.2 PROTECTING WORK OF OTHER SECTIONS
A. Protect against damage and discoloration caused by Work of this Section.
3.3 CORROSION PROTECTION
A. Coat contacting Dissimilar Materials with Corrosion Insulating Compound, 7-1/2 mil dry
film thickness, minimum, applied to each Contacting Face.
SECTION 08 4000 08 4000-7
ALUMINUM ENTRANCE DOOR & FRAME REPLACEMENTS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 4000-7
PART 3 - EXECUTION
3.4 INSTALLATION
A. Follow Manufacturer's instructions, approved Shop Drawings, and applicable
portions of Referenced Specifications.
B. Install plumb, square, true, rigid, secure, weather tight, and in alignment with
adjacent Other Work.
3.5 ALLOWABLE INSTALLATION TOLERANCES
A. Member Alignment:
1. True within 1/8 inch per 12 feet.
B. Openings:
1. Accurately size and locate within 1/4 inch.
2. Squareness: 1/8 inch maximum difference between opposite Diagonal Measurements.
3.6 ADJUSTMENTS
A. Adjust Moving Parts to operate satisfactorily at time of Project Substantial Completion
and during Warranty Period.
3.7 TOUCH-UP PAINTING
A. Touch-up any exposed Metal Finish damaged by cutting. Match adjacent Finish.
3.8 WASTE MANAGEMENT
A. In accordance with Section 01 7419, collect and place Scraps and Packaging Waste
where directed for recycling.
3.9 PRODUCT CLEANING & REPAIRING
A. Remove Protective Coatings.
B. Including Work of other Trades, clean, repair and touch-up, or replace when
directed, Products which have been soiled, discolored, or damaged by work of
this Section.
C. Final Glass cleaning specified in Section 01 7419.
D. Remove Debris from Project Site upon work completion or sooner, if directed.
END OF SECTION
SECTION 08 5000 08 5000-1
METAL WINDOWS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 5000-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Caulking of Joints between Windows & adjacent Construction: Section 07 9200
B. Aluminum Entrance Systems: Section 08 4000
C. Glazing: Section 08 8000
D. Field Painting of Windows: Section 09 9000
1.3 OPTIONS
A. Contractor may, at his option, field-glaze or factory-glaze Windows in accordance
with Section 08 8000.
1.4 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.5 REFERENCED SPECIFICATIONS
A. Comply with specifications of American Architectural Manufacturer's Association,
hereinafter referred to as AAMA.
B. Specifications can be obtained from Association at 1827 Walden Office Square;
Suite 104; Schaumburg, IL 60173; (847) 303-5664.
1.6 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
1.7 SHOP DRAWINGS
A. Submit in accordance with Section 01 3000.
B. Show dimensions, full size sections, metal thicknesses, construction details, sealing
methods, required clearances, anchor location, and installation details.
SECTION 08 5000 08 5000-2
METAL WINDOWS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 5000-2
PART 1 - GENERAL
1.8 SAMPLES
A. Before fabricating Windows and in accordance with Section 01 3000, deliver for
Architect's review and acceptance full size Sample of typical Window.
B. Accepted Samples, in like-new condition, may be used in Project Work.
1.9 QUALITY ASSURANCE
A. Affix Label to each Unit indicating compliance with Referenced Specifications.
1.10 PRODUCT DELIVERY, STORAGE, & HANDLING
A. Protect against damage and discoloration.
B. Store in upright position, off ground, and on Supports.
1.11 FIELD MEASUREMENTS
A. Verify prior to fabrication.
B. If field measurements differ slightly from Drawing dimensions modify Work as required
for accurate fit. If measurements differ substantially, notify Architect prior to fabrication.
1.12 SPECIAL WARRANTY
A. Warrant Work of this Section for 2 years against Water leakage, Air infiltration,
and Finish deterioration.
PART 2 - PRODUCTS
2.1 WINDOWS
A. Manufacturer: Contractor's choice
B. Material, Finish, Size, Type, & Sections Shape: Verify and match existing adjacent Windows.
C. AAMA-101 Manufacturing Standard: C (Commercial)
SECTION 08 5000 08 5000-3
METAL WINDOWS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 5000-3
PART 2 - PRODUCTS
2.2 FABRICATION
A. Allow for Material expansion and contraction without Window distortion.
B. Fit Corner Joints rigid and weather tight.
C. Drain Glazing Channels to prevent Insulating Glass from standing in Water.
D. Fabricate with Weep Holes to evacuate to Building Exterior any exterior Water or
interior Condensation.
E. Make any Welds without surface distortion or Finish discoloration; finish exposed Welds
to blend with exposed Adjacent Surfaces.
F. Conceal Fasteners when Window is installed.
2.3 ALLOWABLE FABRICATION TOLERANCES
A. Size:
1. Dimensions 6 ft. and less: 1/16 inch plus or minus.
2. Dimensions over 6 ft.: 1/8 inch plus or minus.
B. Maximum Frame Deflection:
1. 1/175 of Member span or 3/4 inch, whichever is smaller.
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that Surfaces and Openings to receive Windows are square, plumb, rigid,
accurately sized and located, clean of debris, and otherwise properly prepared.
B. Prior to starting Work, notify General Contractor about defects requiring correction.
C. Do not start Work until conditions are satisfactory.
3.2 ELECTROLYTIC PROTECTION
A. Treat dissimilar material contact surfaces to prevent electrolysis.
3.3 PROTECTING WORK OF OTHER SECTIONS
A. Protect against damage and discoloration caused by Work of this Section.
SECTION 08 5000 08 5000-4
METAL WINDOWS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 5000-4
PART 3 - EXECUTION
3.4 WINDOW INSTALLATION
A. Follow Manufacturer's instructions.
B. Accurately locate and position plumb and square.
C. Secure in Opening without distortion or stress.
D. Anchor with non-corrosive concealed Fasteners.
3.5 FIELD PAINTING
A. Surfaces exposed after installation:
1. Touch-up and Finish Painting is specified in Section 09 9000.
2. Touch-up any Bare Metal exposed by cutting.
3. Match adjacent color.
3.6 WASTE MANAGEMENT
A. In accordance with Section 01 7419, collect and place Scraps and Packaging Waste
where directed for recycling.
3.7 PRODUCT CLEANING & REPAIRING
A. Including Work of other Trades, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by Work of this Section.
B. Leave Surfaces ready for Painting specified in Section 09 9000.
C. Remove Debris from Project Site upon Work completion, or sooner if directed.
END OF SECTION
SECTION 08 7100 08 7100-1
DOOR HARDWARE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 7100-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Hardware for the following Items:
1. Fire Extinguisher Cabinets: Section 10 9900
B. The following items of Hardware:
1. Cabinet Hardware: Section 06 4100
2. Power-assisted Door Openers: Section 08 4650
3. Metal Toilet Accessories: Section 10 8000
C. Electrical Conduit & Wiring for Electrified Hardware: See Electrical Specifications
1.3 PRODUCT SUBSTITUTIONS
A. Comply with requirements specified in Section 01 6000.
B. Include with Request: Specified Item, Design, Catalog Number, and Finish for each Item
on which approval is being requested. Blanket approval by Manufacturer's Name only
will not be given.
1.4 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.5 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
B. No later that 10 working days following Hardware Schedule acceptance, furnish
Hardware Templates to Door and Frame Manufacturers.
1.6 SUPPLIER'S HARDWARE SCHEDULE
A. Submit similar to Shop Drawings in accordance with Section 01 3000.
B. Organize into Hardware Sets, and indicate each Item, Opening, Door size, Door
hand, Frame Material, Fire-resistance Label Rating, Keying, Material, Finish,
and Manufacturer's Model Number.
SECTION 08 7100 08 7100-2
DOOR HARDWARE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 7100-2
PART 1 - GENERAL
1.7 SUPPLIER'S REPRESENTATIVE
A. Hardware Supplier shall employ AHC-certified Consultant, who
shall be available at reasonable times during course of Work for
consultation with Owner, Architect, and Contractor.
B. Supplier's Representative shall meet with Owner's Representative to prepare
final Keying Schedule.
C. Following HVAC balancing and adjusting and prior to Final Project Acceptance,
Supplier's Representative shall make field inspection and certify to Architect and Owner
the following:
1. Hardware installation complies with Manufacturers' instructions and
these Specifications.
2. Locking, Latching, & Closing Devices operate properly
D. Supplier's Representative shall instruct Owner how to properly adjust and maintain Hardware.
1.8 REGULATORY AGENCY REQUIREMENTS
A. Conform to applicable requirements of Americans with Disabilities Act.
1.9 CERTIFICATION OF COMPLIANCE
A. Prior to Substantial Completion, certify in writing that Hardware provided complies with
these Specifications and approved Hardware Schedule.
1.10 PRODUCT DELIVERY
A. Package each Item separately, and identify with Hardware Schedule Number.
B. Deliver to General Contractor for installation, in original, unopened Containers with
legible Labels intact.
C. Include Manufacturers' Installation Instructions.
D. Package Items individually in Manufacturers’ original containers, complete with
proper Fasteners and related Items. Clearly label Packages to indicate contents,
Hardware Schedule Number, and Door Numbers.
E. If necessary, include complete set of specialized Hardware Maintenance
and Removal Tools for Owner’s use. Store where directed by Owner.
F. Ship tagged and identified Permanent Keys and Interchangeable Cores, if any,
by Registered Mail to
William Adams
City of Renton
616 W. Perimeter Rd. - Unit A
Renton, WA 98057
G. Ship Construction Keys directly to Contractor.
SECTION 08 7100 08 7100-3
DOOR HARDWARE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 7100-3
PART 1 - GENERAL
1.11 PRODUCT STORAGE & HANDLING
A. Protect against theft, damage, and discoloration.
1.12 FIELD MEASUREMENTS
A. Verify Door Openings and Field Measurements prior to fabrication.
B. Modify Hardware where necessary to fit Door Opening.
C. If field measurements differ slightly from Drawing dimensions modify Work as required
for accurate fit. If measurements differ substantially, notify Architect prior to fabrication.
1.13 SPECIAL WARRANTY
A. Warrant the following, if any, against failure and faulty operation:
1. Closers: 25 years
2. Mortise Locks: 10 years
3. Locksets: 10 years
4. Exit Devices:
a. Mechanical Type: 10 years
b. Electrical Type: 2 years
5. Other Hardware: 2 years
PART 2 - PRODUCTS
2.1 MANUFACTURERS, MODELS, SIZES, & FINISHES
A. See Schedule on Drawings.
B. For each type of Hardware: Products shall be produced by single manufacturer,
regardless of whether multiple manufacturers are specified.
C. Style: Verify and match existing
D. Lock Cylinders:
1. Type: Tumbler
2. Core: 6-pin
E. Permanent Core Face Finish: Match adjacent Lock or Latch finish.
F. Strike Lip: Curved and long enough to protect Door Frame Trim.
G. Strike Box: Manufacturer's standard type
H. Minimum Dead Bolt & Latch Bolt extension into Lock Case: 3/8 inch
(Cont.)
SECTION 08 7100 08 7100-4
DOOR HARDWARE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 7100-4
PART 2 - PRODUCTS
2.1 MANUFACTURERS, MODELS, SIZES, & FINISHES (Cont.)
I. Lever Handles, if any, shall be solid and not hollow cavity.
J. Lock backset-distance from adjacent Door Edge: 2-3/4 inches, unless otherwise required
to accommodate any Weather-stripping or Gasketing
K. Chassis: Cylindrical design, corrosion-resistant plated cold-rolled steel, through-bolted.
L. Locking Spindle: Stainless steel, integrated spring, and spindle design.
M. Latch Retractors: Forged steel, corrosion-resistant plated steel, or stainless steel.
N. Latch bolt: Solid steel.
O. Lever Trim: ADA-compliant design, independent operation, spring-cage supported,
minimum 2 inches clearance from Lever mid-point to Door-face.
2.2 HINGES
A. Type: Mortise
B. Sizes:
1. Exterior & Vestibule Doors: 5x4 inches
2. Interior Doors Wider than 36 inches: 5x4 inches
3. Interior Doors 36 inches & narrower: 4x4 inches
4. Note: Size Hinges to clear any Projecting Trim or other Obstructions where
necessary to obtain maximum possible Door opening.
C. Quantity per Door:
1. At Doors up to 90 inches high: 1-1/2 pr.
2. At Doors 90 inches and taller: 2 pr.
D. At any unusually large or heavy Doors: Provide size and quantity of Hinges
recommended by Hinge Manufacturer.
E. Non-removable Pins: Provide at any out-swinging, exterior Doors and where
scheduled elsewhere.
F. Non-rising Loose Pins: Provide at all other Doors, unless otherwise scheduled.
G. Special Swaged Type: Provide where Doors, if any, are set back from Jamb face.
2.3 DOOR SILENCERS
A. At Metal Frames: Ives SR64, or approved.
B. At Wood Frames: Ives SR65, or approved.
C. Required Quantity per Door:
1. At Doors Frames equipped with Gasketing or Weatherstripping: None
2. Elsewhere:
a. At Frames for Single Doors: 3
b. At Frames for Paired Doors: 4
SECTION 08 7100 08 7100-5
DOOR HARDWARE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 7100-5
PART 2 - PRODUCTS
2.4 DOOR CLOSERS
A. Manufacturer: LCN, or approved.
B. Type: Surface-mounted
C. Hydraulic Fluid at Exterior Doors: Consistent Viscosity within plus 120ºF to
minus 30ºF Temperature Range
D. Internal Pressure Relief Valves and Debris Screens: Not permitted
E. At Positive Pressure Doors, if any: Comply with IBC Section 71-5.-30.7.
F. Mounting Plates:
1. At any Parallel Arm Closers: Soffit Plate Type
2. Where Necessary: Drop type
3. Elsewhere: Surface Shoe type
G. Equip any Parallel Arm Closers with heavy-duty Arms.
H. Fasteners: Concealed
I. Hold-open Devices: Adjust to any predetermined angle within limit of Door swing.
2.5 DOOR STOPS
A. In lieu of scheduled Wall Stops or Floor Stops, substitute Concealed Overhead Stays or
Closers with Spring Stops, if and where:
1. Stops create Pedestrian or Vehicle traffic hazard.
2. 50%, or more, of Door width projects beyond point where Door contacts Door Stop.
3. Wall Stops or Floor Stops are inappropriate.
2.6 KICK, MOP, & ARMOR PLATES
A. Manufacturer: Contractor’s choice
B. Model: Satisfy conditions of use.
C. Material: Match adjacent Hardware.
D. Height:
1. Kick Plates: 10 inches
2. Mop Plates: 10 inches
3. Armor Plates: 32 inches
E. Width: 2 inches less than Door width
F. Edges: Beveled
(Cont.)
SECTION 08 7100 08 7100-6
DOOR HARDWARE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 7100-6
PART 2 - PRODUCTS
2.7 EXTERIOR EMERGENCY BUILDING-ACCESS KEY-STORAGE BOX
A. Manufacturer: Knox Co., (800) 552-5669, or approved.
B. Brand: Knox-Box
C. Mounting: Recessed
D. Mounting Height above adjacent Ground Level: 5 ft.
E. Mounting Location: Adjacent to Building Main Entrance where located on Drawings
2.8 FASTENERS
A. Extent of Work: Provide all required
B. Material & Finish: Match adjacent Hardware
C. Types:
1. If and where applied to Metal: Machine Screws and Bolts. Do not use Self-
tapping Screws unless furnished by Frame Manufacturer.
2. If and where applied to Wood: Full-thread Wood Screws
3. If and where applied to Plywood or Particle Board: Sheetmetal Screws
4. If and where applied to Concrete: Machine Screws with Expansion Shields
5. Through-bolting: Not permitted, unless otherwise approved by Architect. Do not
use Grommet Nuts, Sleeve Nuts or other such clamping-type Fasteners.
D. Head Types:
1. Where Exposed: Phillips
2. Where Concealed: Contractor's choice
2.9 DOOR KEYS
A. Material: Nickel-Silver, or approved.
B. Cylinders & Cylinder Cores: Factory-keyed at Lock Manufacturer where permanent
records are maintained. Locks and cylinders manufactured at same Factory.
C. Keying Instructions: As directed by Owner
D. Construction Keying:
1. Furnish Keys with Factory-keyed Construction Cylinders.
2. Include 6 Construction Keys for Contractor's use.
3. Following construction, Hardware Supplier shall convert Locks to Owner's
permanent Keying System.
E. Required Permanent Keys:
1. Obtain the following Key quantities from Owner:
a. Change Keys for each Lock
b. Master Keys for each Master Key Set
c. Grand Master Keys
d. Key Blanks
(Cont.)
SECTION 08 7100 08 7100-7
DOOR HARDWARE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 7100-7
PART 2 - PRODUCTS
2.9 DOOR KEYS (Cont.)
F. Stamping:
1. On plain side of Keys, stamp "Do Not Duplicate".
2. Do not stamp Master Keys with "M" or "Master".
3. Do not stamp "Bitting Numbers" on Keys.
2.10 FABRICATION
A. Make Hardware for pre-fitted Doors and Frames to Template. Send Templates,
together with Hardware Schedule, to Door and Frame Manufacturers no later than
2 weeks after Hardware Schedule approval.
B. Lock and Latch Components shall be fabricated by only 1 Manufacturer, and carry
that Manufacturer's Warranty.
C. Cut and fit any Threshold or Floor Plates to Door Frame profile and with mitered Corner
Joints. Where necessary weld Multiple Pieces together to form single Unit. Fabricate
Joints with straight, smooth, and hair-line Seams.
2.11 FINISHES
A. Unless otherwise indicated elsewhere, match existing adjacent Finish Hardware:
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that Surfaces to receive Hardware are properly prepared, including necessary Backing.
B. Verify that Electrical Rough-ins are correctly installed.
C. Prior to starting Work, notify General Contractor about defects requiring correction.
D. Do not start Work until conditions are satisfactory.
3.2 PROTECTING WORK OF OTHER SECTIONS
A. Protect against damage and discoloration caused by Work of this Section.
SECTION 08 7100 08 7100-8
DOOR HARDWARE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 7100-8
PART 3 - EXECUTION
3.3 INSTALLATION
A. Accurately locate, fit, and install square, plumb, and secure in accordance
with Manufacturer's instructions and Templates.
B. Mount Hardware at height shown on the following Mounting Heights Drawing.
C. Locate any Roller Bumpers at Door top.
D. Locate any Door Stops at Contact Point.
E. Install any Kick Plates on push side of Door.
F. Install Exterior Thresholds in full-bed of Exterior Sealant as specified in Section 07 9200.
Do not plug any Weep Holes. Remove any excess Sealant.
G. Door Closer Mounting Locations:
1. At Exterior Doors: On interior-side of Door
2. At Vestibule Doors, if any: On Vestibule-side of Door
3. At Corridors: On Room-side of Door
4. Unless specifically specified elsewhere, do not restrict Door swing.
H. After fitting any Mortised Hardware to Surfaces to be painted, remove and
store Hardware in Original Package until Painting completion, then
permanently install.
(Cont.)
SECTION 08 7100 08 7100-9
DOOR HARDWARE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 7100-9
SECTION 08 7100 08 7100-10
DOOR HARDWARE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 7100-10
PART 3 - EXECUTION
3.4 ADJUSTMENTS
A. At time of Project Substantial Completion and during Warranty Period, test, adjust, and
where necessary, using Fine Powdered Graphite, lubricate Locks, Latches, other Moving
Parts including Lock Keyways, and Gaskets for smooth and easy operation.
B. After Building Ventilation System has been balanced, Supplier's Representative shall test
and adjust Door Closers for:
1. Complete, silent, and smooth operation.
2. Compliance with the following:
a. Maximum Closing Time from 70º open to 3 inches from Latch: 5 seconds
b. Maximum Required Door Opening Force (excluding unlatching force):
1. Fire-rated Doors: Least possible Force to close and latch Door
2. Non-fire-rated Exterior & Interior Doors: 5 lbs.
C. Conduct Tests as follows:
1. Equipment: Calibrated Push/Pull Scale
2. Method: Apply Testing-Force perpendicular to Door at Door Lock/Latch
or 30 inches from Hinge-edge of Door, whichever is farther from Hinge.
3. Frequency: Repeat Tests at least 3 times to assure that Test results do not vary widely.
4. Record: Submit written Test Record for Architect’s review and approval.
3.5 WASTE MANAGEMENT
A. In accordance with Section 01 7419, collect and place Scraps and Packaging Waste
where directed for recycling.
3.6 PRODUCT CLEANING & REPAIRING
A. Remove temporary Protective Coverings from Hardware.
B. Including Work of other Trades, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by Work of this Section.
C. Remove Debris from Project Site upon Work completion, or sooner if directed.
3.7 HARDWARE SCHEDULE
A. See Drawings
END OF SECTION
SECTION 08 8000 08 8000-1
GLAZING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 8000-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Glass Railings: Section 05 7000
B. Hollow Steel Doors & Frames: Section 08 1100
C. Wood Doors: Section 08 2100
D. Aluminum Entrance & Window Wall Systems: Section 08 4000
E. Metal Windows: Section 08 5000
F. Fire Extinguisher Cabinet Glazing: Section 10 9900
1.3 OPTIONS
A. Contractor may, at Contractor’s option, install Glazing in Field or in Factory.
1.4 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.5 REFERENCED SPECIFICATION
A. Comply with applicable portions of:
1. Glazing Manual published by Flat Glass Marketing Association, hereinafter
referred to as FGMA; White Lakes Professional Bldg.; 3310 Harrison;
Topeka, Kansas 66611; (913) 266-7013.
2. Insulating Glass manufacturing and installation recommendations of Sealed
Insulating Glass Mfrs. Assn, hereinafter referred to as SIGMA; 111 E. Wacker Dr.;
Chicago, IL 60610; (312) 644-6610.
B. Copies can be obtained from Associations.
1.6 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
SECTION 08 8000 08 8000-2
GLAZING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 8000-2
PART 1 - GENERAL
1.7 REGULATORY AGENCY REQUIREMENTS
A. Comply with Safety Glazing requirements of IBC Section 24-06-.0
1.8 PRODUCT DELIVERY
A. Schedule to coincide with glazing schedule.
B. For each piece of Glass affix Label identifying the following:
1. Glass Manufacturer, quality, and thickness.
2. On Low-E type Insulating Glass identify Glass "U" Factor, Shading Coefficient,
and Light Transmission Ratings as certified by National Fenestration Rating
Council (NFRC).
C. Where Labels must be removed for Glass cutting, save Labels for Architect's review.
D. Deliver other Glazing Materials in Original Containers with Manufacturer's original
legible Labels thereon.
1.9 PRODUCT STORAGE & HANDLING
A. Protect against damage and discoloration.
B. Prevent Glass to Glass contact.
C. Do not overload Structure with stored Materials.
D. Store crated Glass in cool, dry, shady, well ventilated area, which is not subject to Sun, Rain,
or other Elements.
E. Block Crates 2 to 6 inches above Floor.
F. Secure Crates against accidental overturning.
G. Cover Crates with Waterproof Plastic or Canvas. Maintain sufficient air circulation
under Cover to prevent Condensation within Crates.
1.10 ENVIRONMENTAL CONDITIONS
A. Do no glazing when:
1. Air Temperature is below 40ºF.
2. Sufficient Dust is present that could impair Glazing Compound adhesion.
3. During Wet Weather except under Cover.
1.11 FIELD MEASUREMENTS
A. Verify prior to fabrication.
B. If field measurements differ slightly from Drawing dimensions modify Work as required
for accurate fit. If measurements differ substantially, notify Architect prior to fabrication.
SECTION 08 8000 08 8000-3
GLAZING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 8000-3
PART 1 - GENERAL
1.12 EXTENDED WARRANTIES
A. In accordance with Supplementary Conditions, Section 00 7200, provide the
following Extended Warranty: Warranties:
1. Mirrors against De-silvering, Discoloring, Black Spots, or Clouding
of Silver Film: 5 years
2. Spontaneous in-place Glass-breakage as follows:
a. Warranty Period: 5 years
b. Replace Broken Panels at no additional cost to Owner.
c. Warranty includes Glass-replacement plus any consequential damage
to Building Materials or Building Contents, and any consequential
medical expenses incurred by personal injury to Building Occupants.
PART 2 - PRODUCTS
2.1 APPROVED GLASS MANUFACTURERS
A. AFG Industries, hereinafter called AFG
B. AHC Float Glass Operations, hereinafter called AHC
C. Cardinal Glass, hereinafter called CG.
D. Ford Glass, hereinafter called FG.
E. Guardian Glass, hereinafter called GG.
F. Libbey, Owens, Ford, hereinafter called LOF.
G. Pilkington North American, hereinafter called PLK
H. Pittsburgh Plate Glass (Now known as Vitro), hereinafter called PPG.
I. Saint-Gobain Glass, hereinafter called SG.
J. Vitro Architectural Glass (formally PPG Glass), hereinafter called VIT
K. Other Manufacturers may be approved by request in accordance with Section 01 6300.
2.2 GLASS-GENERAL
A. Color & Pattern: All Glass shall be clear and smooth, unless otherwise specified herein.
B. Thickness: Follow Building Code requirements.
2.3 FLOAT GLASS
A. Approved Manufacturers: AFG, AHC, FG, GG, LOF, PLK, SG, VIT, or approved.
B. Manufacturing Standard: ASTM C-1036
C. Quality: Glazing Select
SECTION 08 8000 08 8000-4
GLAZING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 8000-4
PART 2 - PRODUCTS
2.4 TEMPERED GLASS
A. Manufacturing Standard: ASTM C-1048
B. Safety Performance Standard: CPSC 16-CFR-1201-C11
C. Glass Type & Thickness: As specified above
D. Extent of Work: See Glazing Schedule at end of Section.
2.5 THERMAL INSULATING GLASS
A. Approved Manufacturers: AFG, AHC, FG, GG, LOF, PLK, SG, VIT, or approved.
B. Brand: Similar to VIT Solarban 60 Clear+Clear
C. Manufacturing Standard: SIGMA CBA
D. Edge Material: Sealant conforming to ASTM E-6-P3
E. Assembly Type: Soft Coat Low-E (Vacuum Deposition) on Surface #2
F. National Fenestration Rating Council (NFRC) Certified Performance Requirements:
1. Maximum Summer "U" Value: 0.27
2. Maximum Winter "U" Value: 0.29
3. Maximum Shading Coefficient: 0.44
4. Maximum Solar Heat Gain Coefficient: 0.38
5. Minimum Light Transmission: 70%
G. Glass Layers: 2
H. Overall Thickness: 1 inch
I. Glass Type:
1. Exterior Sheet: Clear Float Glass
2. Interior Sheet: Clear Float Glass
2.6 SETTING BLOCKS
A. Material: EPDM or Neoprene Rubber, unless otherwise required for compatibility
with Glazing Compound and Sealant.
B. Shore A Durometer Hardness: 80-90
C. Width: 1/8 inch wider than Glass Unit to be supported and 1/16 to 1/8 inch narrower
than Glazing Pocket
D. Length: Sufficient to support Glass Unit without excessive pressure on Glass edge
(Cont.)
SECTION 08 8000 08 8000-5
GLAZING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 8000-5
PART 2 - PRODUCTS
2.7 GLAZING COMPOUND
A. Manufacturer: Dow, Gibson-Homans, Momentive Performance Materials (formerly GE
Advanced Materials), 3-M, Sonneborn, Tremco, or approved.
B. Material:
1. For Insulating Glass:
a. Compatible with Glass Edge Sealant and recommended by Insulating
Glass Fabricator for conditions of use.
2. For Factory-glazed Units:
a. Unit Manufacturer's standard Glazing Compound
3. For Field-glazed Units:
a. At Steel Windows: Closed Cell Tape Bedding with Silicone Compound
b. At Aluminum Windows: Closed Cell Tape Bedding with Silicone Compound
c. At Hollow Steelwork: Closed Cell Tape Bedding with Silicone Compound
d. At Aluminum Entrance Sections: Neoprene or Vinyl Extruded Bead
recommended by Section Manufacturer
e. At Woodwork: Closed Cell Tape Bedding with Acrylic Latex Compound
2.8 MIRRORS
A. Mirror Glass:
1. Glass Type: Float
2. Glass Thickness: 1/4 inch
3. Quality: No. 1
4. Silvering: Standard
5. Backing: Copper protected by Paint or Varnish
B. Metal Frame:
1. Material: Extruded Aluminum
2. Finish: Anodic
3. Color: Natural
4. Approximate Face Width: 1/2 inch
5. Corners: Square and mitered
C. Size: See Drawings
(Cont.)
SECTION 08 8000 08 8000-6
GLAZING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 8000-6
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that Openings to be glazed are accurately sized, shaped and located, and
free of Fasteners and other Projections which will interfere with glazing.
B. Verify that Weep System is open.
C. Verify that Glazing Surfaces are free of Moisture, Dirt, Grease, Oil, or
other Deleterious Material.
D. Verify that any Steel or Wood Glazing Rabbets and any contacting Dissimilar Materials
are painted.
E. Verify that Surfaces to receive Mirrors are structurally sound and capable of
supporting Mirrors.
F. Prior to starting Work, notify General Contractor about defects requiring correction.
G. Do not start Work until conditions are satisfactory.
3.2 PROTECTING WORK OF OTHER SECTIONS
A. Protect against damage and discoloration caused by Work of this Section.
3.3 PREPARATION WORK
A. Prior to glazing, clean, dry, and remove any Protective Coatings from Glass and
from Surfaces to be glazed.
B. Clean inside faces of Double-glazed Openings before setting Glass in place.
3.4 GLASS INSTALLATION
A. General:
1. Follow Referenced Specifications and Manufacturer's instructions.
2. Allow for Glass expansion and contraction.
3. Do not impact Glass against Framing.
4. Install Glass with Setting Blocks placed at Sill quarter points.
5. Do not set any Glass Flares or Bevels adjacent to Setting Blocks.
6. Install any Glass Surface Waves running horizontal.
7. Shift Glass with Suction Cups; do not use Pry Bar.
8. Remove Identity Labels immediately after installation; save for Architect's review.
B. Tempered Glass:
C. Take particular care to prevent Glass-edge damage.
D. Thermal Insulating Glass:
1. Follow Glazing Specification for Sealed Insulating Glass Units, SIGMA No. 70-7-1.
SECTION 08 8000 08 8000-7
GLAZING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 08 8000-7
PART 3 - EXECUTION
3.5 MIRROR INSTALLATION
A. Install Mirrors plumb, level, after Finish Painting is completed, and with
open Ventilation Space behind Mirror.
B. Secure to Backing with concealed Mechanical Fasteners, where possible, or
with Adhesive which will not damage Mirror Silvering.
3.6 PRODUCT CLEANING & REPAIRING
A. Remove excess Glazing Compound from Glazing and adjacent Surfaces.
B. Final Glass Cleaning: Specified in Section 01 7419.
C. Remove Debris from Project Site upon Work completion, or sooner if directed.
D. Including Work of other Trades, clean, repair and touch-up, or replace when
directed, Products which have been soiled, discolored, or damaged by Work of this
Section.
3.7 WASTE MANAGEMENT
A. In accordance with Section 01 7419:
1. Glass Waste: Separate by type and color for reuse or recycling.
2. Metal & Cardboard Waste: Collect and place where directed for recycling.
3.8 PROTECTING COMPLETED WORK
A. Protect installed Glazing against breakage and staining.
B. Identify Glazed Areas with Streamers or other suitable Warning Placard.
C. Notify General Contractor to prohibit Material storage close enough to Glass to create
sufficient Heat Trap to cause Glass breakage.
3.9 GLAZING SCHEDULE
A. Provide specified Glass in the following locations:
1. Exterior Glazing: Clear Insulating Glass
2. Interior Glazing:
a. Where located on Drawings: Mirrors
b. Elsewhere: Clear Float Glass
B. Temper any Exterior or Interior Glass where so stipulated by Building Code Sec. 2406,
and elsewhere shown on Drawings or Schedules.
END OF SECTION
SECTION 09 1000 09 1000-1
STEEL WALL FRAMING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 1000-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 EXTENT OF WORK
A. Non-axially-loaded Wall Framing to receive Gypsum Board or Ceramic Wall Tile.
1.3 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Wood Framing Systems: Section 06 1000
B. Gypsum Board: Section 09 2500
C. Ceramic Tile Backing Board: Section 09 3100
1.4 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon work of this Section.
1.5 REFERENCED SPECIFICATIONS
A. General:
1. Conform to Referenced Specifications hereinafter named, as Architect judges
them applicable, and as modified and supplemented herein.
2. Recommended materials and methods are mandatory; those proposed as
equivalent by Contractor must be accepted by Architect.
B. Metal Framing and Furring for Gypsum Board and for Backing Board to receive Ceramic Tile:
1. Installation of Steel Framing Members to receive Screw-attached Gypsum
Wallboard, Backing Board, or Water-resistant Backing Board; ASTM C-754.
C. Exceptions:
1. Provide Items not covered by above Standards, or herein, in accordance
with Manufacturer's instructions.
1.6 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
SECTION 09 1000 09 1000-2
STEEL WALL FRAMING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 1000-2
PART 1 - GENERAL
1.7 PRODUCT DELIVERY, STORAGE, & HANDLING
A. Protect Metal Materials against rust and other damage.
B. Do not distort Members.
C. Do not overload Structure with stored Products.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Cemco, Clark Dietrich, Scafco, Steeler, Steel Systems, Western, or approved.
2.2 WALL FRAMING STUDS
A. Material: Steel
B. Manufacturing Standard: ASTM C-645
C. Shape: Channel
D. Size: See Drawings
E. Metal Finish: Galvanize in accordance with ASTM A-653 class G-40
F. Minimum Metal Thickness, unless otherwise indicated on Drawings:
1. At Studs to receive Ceramic Tile: 20 ga. (0.0296 inch)
2. At Double Studs adjacent to Door Jambs: 20 ga. (0.0296 inch)
3. At Studs supporting any Plumbing Fixtures or other Wall-hung Items: 20 ga. (0.0296 inch)
4. At Studs taller than 12 ft.: 20 ga. (0.0296 inch)
5. Elsewhere: 25 ga. (0.0179 inch)
G. Required Accessories: Runner Track and other Devices necessary for complete installation.
2.3 FRAMING & FURRING CHANNELS
A. Material: Steel
B. Manufacturing Standard: ASTM C-645 Class B
C. Size: See Referenced Specifications
D. Shape: Channel
E. Metal Finish: Electro-galvanize in accordance with ASTM A-591 class B
2.4 FURRING ACCESSORIES
A. Type: Contractor's choice
B. Provide as indicated or required for complete installation.
SECTION 09 1000 09 1000-3
STEEL WALL FRAMING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 1000-3
PART 2 - PRODUCTS
2.5 WIRE
A. Material: Galvanized Steel Wire
B. Manufacturing Standard: Fed. Spec. QQ-W-461
C. Minimum Wire Size:
1. For Tying: 16 ga.
2. For Hanging: 9 ga.
2.6 FASTENERS & ATTACHMENT DEVICES
A. Manufacturer: Made or recommended by Accessory Manufacturer.
B. Manufacturing Standard: ASTM C-1002
C. Provide all required for complete installation.
2.7 ACOUSTIC SEALANT
A. Manufacturer & Brand: Pecora BA 98, Tremco Acoustic Sealant, U.S. Gypsum Acoustic
Sealant, or approved.
B. Extent of Work: Provide at Sound-attenuated Walls.
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that Structures and Surfaces to receive Work specified herein are straight, true,
plumb, square, secure, rigid, and otherwise properly prepared.
B. Prior to starting Work, notify General Contractor about defects requiring correction.
C. Do not start Work until conditions are satisfactory.
3.2 PROTECTING WORK OF OTHER SECTIONS
A. Protect against damage and discoloration caused by Work of this Section.
3.3 GENERAL INSTALLATION REQUIREMENTS
A. Follow Referenced Specifications and Manufacturer's instructions, unless otherwise
specified hereunder.
SECTION 09 1000 09 1000-4
STEEL WALL FRAMING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 1000-4
PART 3 - EXECUTION
3.4 ACOUSTIC SEALANT INSTALLATION
A. Prior to Stud and Runner installation, apply 2 beads of Sealant to back side of Studs
and Runners which directly contact adjacent Solid Surface.
B. Permit no Voids for Sound passage.
3.5 WALL FRAMING INSTALLATION
A. Accurately locate and install plumb, true, and secure.
B. Maximum Stud Spacing, unless otherwise shown on Drawings: 16 inches o.c.
C. Isolate Stud Partitions from Structure to prevent transfer of loads or movement
into Partitions.
D. Where Stud Partitions stop at or slightly above Ceiling, brace Partition to Structure as
required to stabilize Partitions.
E. If, and where, Studs extend vertically past adjacent horizontal Structural Members,
connect Stud to Structural Member with Side Clips.
F. Do not splice Studs.
G. Align Utility Openings in Stud Webs.
H. Form Corners and Intersections with three Studs.
I. Locate Studs within 2 inches of Internal Corners.
J. Frame around Openings.
K. At any Studs not sheathed full-height on both faces, provide 1-1/2 inch wide by 16 ga.
horizontal Steel Channel Bridging to prevent Stud rotation. Space Bridging 48 inches
apart maximum, and secure to Stud Webs.
L. Provide Partition-height Stud adjacent to Door Frame Jambs and secure to Jambs. Provide
additional Partition-height Stud approximately 2 inches from each Jamb-stud and attach to
Jamb-studs with Spacers 18 inches above Floor and at 12 and 27 inches below Door Frame top.
M. Provide 18 ga. x 8 inch minimum width Galvanized Steel Backing Plate behind Wall-
mounted Door Stops, and elsewhere to support Wall-hung loads such as Cupboards,
Tackboards, Railings, Toilet Room Accessories, Building Equipment, etc. Verify
exact locations.
3.6 TYING FRAMING & FURRING MEMBERS
A. Material: Double-strand Tie Wire
B. Splicing: Double-wrap tie
C. Horizontal Stiffeners to Channel Brackets: Figure-eight tie
D. Framing Members perpendicular to each other: Saddle tie
SECTION 09 1000 09 1000-5
STEEL WALL FRAMING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 1000-5
PART 3 - EXECUTION
3.7 ALLOWABLE INSTALLATION TOLERANCES
A. Maximum Deviation from:
1. Specified Member Spacing: Plus or minus 1/8 inch
2. True, Plumb, & Level where applicable: 1/8 inch per 10 ft.
3.8 WASTE MANAGEMENT
A. In accordance with Section 01 7419: collect Metal Cut-offs and Scrap, and place where
directed for recycling.
3.9 PRODUCT CLEANING & REPAIRING
A. Including Work of other Trades, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by Work of this Section.
B. Remove Debris from Project Site upon Work completion, or sooner if directed.
END OF SECTION
SECTION 09 2500 09 2500-1
GYPSUM BOARD
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 2500-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 EXTENT OF WORK
A. Where Spaces are scheduled to receive Gypsum Board, include any Closets or Alcoves opening
off these Spaces, unless otherwise shown on Drawings.
1.3 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Wood Framing: Section 06 1000
B. Steel Framing: Section 09 1000
C. Ceramic Tile Backing Board: Section 09 3100
D. Mineral Fiber Acoustic Insulation: Section 09 5100
E. Finish Painting: Section 09 9000
1.4 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.5 REFERENCED SPECIFICATIONS
A. General:
1. Conform to Referenced Specifications hereinafter named, as Architect judges
them applicable, and as modified and supplemented herein.
2. Recommended materials and methods are mandatory; those proposed as
equivalent by Contractor must be accepted by Architect.
B. Metal Furring Installation:
1. Comply with applicable requirements specified in ASTM C-754.
C. Gypsum Board Application & Finishing:
1. Standard Specifications for the Application and Finishing of Gypsum Board,
ASTM Document C-840.
1.6 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
SECTION 09 2500 09 2500-2
GYPSUM BOARD
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 2500-2
PART 1 - GENERAL
1.7 REGULATORY AGENCY REQUIREMENTS
A. If and where Fire-rated Partitions or Ceilings are called for on Drawings, construct to
obtain specified Rating.
1.8 PRODUCT DELIVERY, STORAGE, & HANDLING
A. Deliver Products to Site with Manufacturer's original, legible Labels intact.
B. Identify Fire-rated Materials with Testing Agency Label.
C. Indicate Adhesive "open time" on Container Label.
D. Protect Gypsum Material against moisture and Metal Materials against rust.
E. Stack Gypsum Board on edge; do not stack flat or with longer lengths overhanging
shorter lengths.
1.9 ENVIRONMENTAL REQUIREMENTS
A. Perform Work only under the following conditions:
1. Air Temperature for 24 hours before and during Work, and for 24 hours
after Materials have dried: 55ºF to 75ºF
2. Minimum Work Space Illumination measured 3 ft. above adjacent Floor: 30 ft. candles
3. Ventilation: Maintain sufficient for proper Joint Treatment drying.
PART 2 - PRODUCTS
2.1 PRODUCTS - GENERAL
A. Manufacturers:
1. Metal Products: Beadex, Scafco, Steeler, Steel Systems, US Gypsum, Western,
or approved.
2. Gypsum Products: Celotex, G.P., Gypsum, Gold Bond, James Hardie, Manville,
National Gypsum, US Gypsum, or approved.
3. Other Products: As specified hereunder.
(Cont.)
SECTION 09 2500 09 2500-3
GYPSUM BOARD
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 2500-3
PART 2 - PRODUCTS
2.2 GYPSUM BOARD
A. Manufacturing Standard: ASTM C-1396
B. Backer Board:
1. Type: X
2. Edges: Square or T&G
3. Extent of Work: Use as base layer for other Finish Materials, except
where Water-resistant Board is required.
C. Water-resistant Board:
1. Core: Asphalt-impregnated
2. Type: X
3. Extent of Work: Provide in Restroom Areas, and elsewhere within 3 ft.
of Dishwashing Equipment, or Sinks and other Plumbing Fixtures.
D. All Other Board:
1. Type: X
2. Edges: Tapered
2.3 FASTENERS
A. Material: Steel
B. Manufacturing Standard: ASTM C-1002
C. Type & Length: Screws recommended by Board Manufacturer to satisfy conditions of use.
2.4 ACCESSORIES & TRIM
A. At External Corners: Paper-faced similar to USG Beadex B1
B. At Exposed Gypsum Board Edges & where Gypsum Board abuts other Materials: Paper-
faced, J-shaped, similar to USG Beadex B9
C. At Shrinkage Control Joints: Similar to USG 093
2.5 JOINT TAPE & COMPOUND
A. Manufacturer & Brand: Contractor's choice
B. Manufacturing Standard: ASTM C-475
C. Type: Satisfy conditions of use.
2.6 ADHESIVE
A. Made or recommended by Board Manufacturer.
SECTION 09 2500 09 2500-4
GYPSUM BOARD
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 2500-4
PART 2 - PRODUCTS
2.7 ACOUSTIC SEALANT
A. Manufacturer & Brand: Pecora BA-98 & AC-20, Tremco Acoustic Sealant,
U.S. Gypsum Acoustic Sealant, or approved.
B. Extent of Work: Provide at Sound-attenuating Walls.
2.8 WATER RESISTANT SEALANT
A. Manufacturer: G.E., Dow, or approved.
B. Material: Silicone with Mildew Inhibiter
C. Manufacturing Standard: Fed. Spec. TT-S-001543
D. Type: Satisfy conditions of use
E. Color: Clear translucent
2.9 OTHER MATERIALS
A. Made or recommended by Gypsum Board Manufacturer.
B. Provide all indicated or required for complete installation.
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that Surfaces to receive Gypsum Board are accurately located, plumb, square, true,
secure, dry, and otherwise properly prepared.
B. Prior to starting Work, notify General Contractor about defects requiring correction.
C. Do not start Work until conditions are satisfactory.
3.2 PROTECTING WORK OF OTHER SECTIONS
A. Protect against damage and discoloration caused by Work of this Section.
B. To prevent damage to Electrical Wiring, accurately cut openings in Board for Electrical Boxes
prior to installing Board. Do not make Openings with Router after Board installation.
3.3 GENERAL INSTALLATION REQUIREMENTS
A. Follow Referenced Specifications and Manufacturer's instructions, except as
supplemented or modified herein.
SECTION 09 2500 09 2500-5
GYPSUM BOARD
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 2500-5
PART 3 - EXECUTION
3.4 ACOUSTIC SEALANT INSTALLATION
A. Apply Sealant around Electrical Boxes, Pipes, etc., located in or passing through Sound-
attenuating Walls.
B. Prior to installing Gypsum Board, provide Acoustic Sealant around Sound-attenuating
Wall Perimeters in Angle between Walls, Floor, and Ceiling; press Board into Sealant
forming bond between Framing Member face and backside of Board.
C. Provide in Joints between Sound-attenuating Walls and other adjacent Materials.
D. Permit no Voids for sound passage.
3.5 GYPSUM BOARD INSTALLATION
A. Install Wallboard horizontally, and extend to within 1/4 inch of Floor.
B. Loosely butt Joints.
C. Except at Corners, place Tapered Edges together.
D. Do not place Butt Edges against Tapered Edges.
E. Offset Joints between successive layers, if any, and on opposite faces of walls.
F. Where possible apply Boards without Butt Joints. Where Butt Joints are necessary,
locate as far from Wall and Ceiling centers as possible and offset.
G. Maintain 3/8 inch minimum distance between Fastener and Board Edge.
H. Dimple Board Surface 1/32 inch with Fastener; do not fracture Face Paper.
I. Secure to Framing as follows:
1. At Wood Wall Framing: Screw at 7 inches o.c. along each Support.
2. At Wood Ceiling Framing: Screw at 6 inches o.c. along each Support.
3. At Metal Wall Framing: Screw at 8 inches o.c. along Board perimeter and
at 12 inches o.c. at Intermediate Supports.
4. At Metal Furring: Screw at 8 inches o.c. along each Furring Member.
5. Board may, at Contractor's option, be secured to Wall and Ceiling Framing
with Adhesive if also screwed to Wall Supports at 16 inches o.c. and to
Ceiling Supports at 12 inches o.c.
3.6 SHRINKAGE CONTROL JOINTS
A. Provide Control Joints, unless otherwise shown on Drawings, as follows:
1. If and where Framing changes direction
2. Over Joints between dissimilar Substrates
3. Where necessary to divide Gypsum Board into areas not exceeding:
a. 2-1/2 to 1 length to height Ratio
b. 30 ft. o.c.
4. Elsewhere shown on Drawings
B. Obtain Architect’s Joint-location approval prior to starting Work.
SECTION 09 2500 09 2500-6
GYPSUM BOARD
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 2500-6
PART 3 - EXECUTION
3.7 ALLOWABLE INSTALLATION TOLERANCES
A. Maximum Deviation from True Plane: 1/8 inch per 10 ft. and 1/16 inch in any running ft.
3.8 JOINT, CORNER, & SURFACE TREATMENT
A. Protect External Corners and Exposed Edges with Metal Trim.
B. Except at Backer Board, fill Board Joints, Internal Corners and Angles, Fastener Head
Depressions, and Accessories as follows:
1. Embed Tape in Joint Compound plus 3 additional coats of Compound.
2. Remove Tool Marks, Ridges, and excess Compound.
3. Cover Surface with Skim Coat of Compound.
4. Lightly sand or sponge to produce smooth surface.
3.9 WATER RESISTANT SEALANT
A. Provide at Raw Edges and around Cutouts in Water-resistant Gypsum Board.
3.10 GROUTING HOLLOW STEEL DOOR FRAMES
A. Where Frames are installed in Gypsum Board Walls, hand-trowel Door Frame Heads
and Jambs (not Mullions) full with the following:
1. Material: Masonry Mortar made with Lime, Portland Cement, Sand, and Water.
(Do not use Plaster Mix or Taping Compound.)
2. Maximum Slump: 4 inches
B. Allow Mortar to dry prior to installing Frames.
3.11 SURFACE TEXTURE
A. Leave smooth without Texture.
(Cont.)
SECTION 09 2500 09 2500-7
GYPSUM BOARD
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 2500-7
PART 3 - EXECUTION
3.12 GYPSUM BOARD REPAIRING
A. General:
1. After installation and before finishing, correct any Surface Damage or Defects.
2. Leave Surfaces clean, uniform, and ready for Finishing specified in other Sections.
B. Screw Pops:
1. Repair by installing new Screw approximately 1-1/2 inch away
from Projecting Screw and reset Projecting Screw.
2. Where Face Paper is fractured install new Fastener approximately 1-1/2 inch
away from Projecting Screw and remove Projecting Screw.
3. Fill Damaged Surface with Joint Compound and finish flush and smooth.
C. Ridging:
1. Sand Ridges smooth without cutting Joint Tape.
2. Fill Concave Areas on both sides of Ridge with Compound and finish flush and
smooth.
D. Cracks:
1. Fill with Joint Compound and finish flush and smooth.
3.13 WASTE MANAGEMENT
A. In accordance with Section 01 7419:
1. Collect Gypsum and Metal Scrap, and place where directed for recycling.
2. Do not include Asphalt-impregnated Gypsum Board, or Gypsum Board coated
with Paint or other Finish.
3. Protect Gypsum Waste against Moisture and Contamination.
3.14 PRODUCT CLEANING & OTHER REPAIRING
A. Including Work of other Trades, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by Work of this Section.
B. Remove excess Joint Compound and any other Finishing Compounds from Floors and
other Surfaces.
C. Broom-clean Work areas.
D. Leave Surface ready for Finishing specified in other Sections.
E. Remove Debris from Project Site upon Work completion, or sooner if directed.
END OF SECTION
SECTION 09 3100 09 3100-1
CERAMIC TILE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 3100-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 EXTENT OF WORK, UNLESS OTHERWISE SHOWN ON DRAWINGS
A. Where Tile Base or Walls are scheduled, provide Tile around entire perimeter of Room
or Space.
B. Tile not required where concealed under or behind permanently built-in Cabinets or Equipment.
1.3 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Concrete to receive Tile: Section 03 3000
B. Wood Framing to receive Tile Backing Board: Section 06 1000
C. Metal Framing to receive Tile Backing Board: Section 09 1000
1.4 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.5 REFERENCED SPECIFICATIONS
A. Tile Manufacture:
1. Conform to American National Standards Institute Specification ANSI A-137.1
as Architect judges it applicable, and as supplemented and modified herein.
Referenced Specifications can be obtained from Institute at 1430 Broadway,
New York, NY 10018; (212) 354-3300.
B. Tile Installation:
1. Conform to Tile Council of North America (TCNA) Handbook for Ceramic,
Glass, & Stone Tile Installation as Architect judges it applicable, and as
supplemented and modified herein. Handbook can be obtained from Council at
(864) 646-8453 or www.tcnatile.com.
1.6 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
SECTION 09 3100 09 3100-2
CERAMIC TILE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 3100-2
PART 1 - GENERAL
1.7 SAMPLES
A. Prior to ordering and in accordance with Section 01 3000, submit the following:
1. One Panel at least 12 inches square showing each Tile color.
2. Grout color sample.
3. One piece of each color, type, and shape of Trim Shapes.
4. One Edging Strip at least 12 inches long.
1.8 PRODUCT DELIVERY, STORAGE, & HANDLING
A. Protect against damage and discoloration.
B. Deliver in Manufacturer's original, unopened Containers with legible Labels intact.
C. Attach Grade Label to each Container in accordance with TCA 137.1.
1.9 WORK SPACE TEMPERATURE & ILLUMINATION
A. Refer to Section 01-50-00 for Temporary Enclosures, Heat, and Illumination.
B. Set and grout Tile only when Ambient Temperature is at least 50ºF and rising.
C. Perform work under at least 30 ft. candles Illumination measured 3 ft. above
adjacent Floor. Notify Contractor, if necessary, to provide additional light.
1.10 EXTRA STOCK
A. Submit 1 unopened Case of each color and type of Tile.
B. Store on Project Premises where directed by Owner.
PART 2 - PRODUCTS
2.1 SHOWER FLOOR TAPERED UNDERLAYMENT
A. Manufacturer: Noble (800) 878-5788, or approved
B. Brand: Pro-Slope
(Cont.)
SECTION 09 3100 09 3100-3
CERAMIC TILE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 3100-3
PART 2 - PRODUCTS
2.2 WATERPROOF MEMBRANE
A. Manufacturer: Noble (800) 878-5788, or approved
B. Brand: NobleSeal TS
C. Material: Chlorinated Polyethylene (CPE)
D. Extent of Work: Provide under Shower Floor Tile
2.3 BACKING BOARD
A. Manufacturer & Brand:
1. Where located in Toilet or Shower Areas; and elsewhere within 3 ft. of
adjacent Plumbing Fixtures or Appliances: Johns Manville GoBoard
complying with Waterproof requirements stipulated in ANSI A118; or
approved.
2. Elsewhere: Custom Building Products Wonderboard, FinPan Util-A-Crete,
G-P Dens-Shield, James Hardie Hardibacker Cement Board, National
Gypsum PermaBase, Schluter Kerdi-Board, USG Durock, or approved.
B. Material: Glass-mesh reinforced Cement Board
C. Minimum Thickness: 5/8 inch
D. Fasteners: Screws, and where necessary Washers, recommended by Board Manufacturer.
E. Joint Reinforcement Tape: 2 inch wide Vinyl-coated Fiberglass Mesh
F. Extent of Work: Provide over Wall Framing Studs, where schedule to receive Ceramic Tile.
2.4 CRACK BRIDGING MEMBRANE
A. Manufacturer & Brand: Contractor's choice
B. Material: Elastomeric Membrane satisfying conditions of use, and capable of bridging
open Cracks and Joints without inducing stress onto Tile.
C. Extent of Work: Provide over open Cracks and Joints in Substrates to receive Thin-set Tile.
2.5 FLOOR & WALL TILE
A. Manufacturing Standard: ANSI 137.1
B. Grade: Standard (no Seconds accepted).
C. Minimum ASTM C-1028 Floor Tile Static Coefficient of Friction in Wet Areas: 0.6
D. Manufacturer, Brand, Size, Type, Color, & Pattern: See Finish Schedule on Drawings.
(Cont.)
SECTION 09 3100 09 3100-4
CERAMIC TILE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 3100-4
PART 2 - PRODUCTS
2.6 WALL BASE TILE
A. Manufacturing Standard: ANSI 137.1
B. Grade: Standard (no Seconds accepted).
C. Manufacturer, Brand, Size, Type, Color, & Pattern: See Finish Schedule on Drawings.
D. Top Shape: Flush with Wall Tile above
2.7 SPECIAL SHAPED TILE
A. Provide as shown on Drawings or required for complete installation, including Coves,
Bull Noses, Corners, and any bevel-shaped Tile Edge Strips necessary as transition
between Floor Tile and other adjacent Floor Coverings of different thickness.
B. Material: Match adjacent Tile
C. Size: Match Tile width so that adjacent Joints align.
2.8 LATEX ADDITIVES
A. Manufacturer: Laticrete, or approved.
B. Brand: Satisfy conditions of use, including Moisture-content and Porosity of Substrate.
2.9 PROTECTIVE SEALER
A. Type: Made or recommended by Tile Manufacturer for conditions of use.
B. Extent of Work:
1. Provide over Tile and other Surfaces, if any, which are subject to damage,
discoloration, or haze by Grout.
2. Provide over Joint Grout to prevent Grout Stain or Mold.
2.10 ACID-RESISTING GROUT
A. Manufacturer & Brand: Contractor's choice
B. Type: Epoxy
C. Manufacturing Standard: ANSI A-118.3
D. Extent of Work: Provide in Toilet Rooms.
2.11 ALL OTHER GROUT
A. Type: TCA Commercial Portland Cement Grout
SECTION 09 3100 09 3100-5
CERAMIC TILE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 3100-5
PART 2 - PRODUCTS
2.12 COLOR PIGMENT
A. Manufacturer: J. Lee Smith, 3-M, Williams, or approved.
B. Material: Pure Mineral Oxide.
C. Color: See Schedule on Drawings.
D. Extent of Work: Provide in all exposed Grout.
2.13 SEALANT
A. Manufacturer & Brand: Dow 784, GE 1700, Sonneborn Omniglaze, or approved.
B. Type: Low-VOC Silicone with Mildew Inhibitor
C. Manufacturing Standard: Fed. Spec. TT-S-001543
D. Color: Match adjacent Surface.
E. Provide in the following locations:
1. Around any Plumbing Fixture Fittings or Electrical Outlets which penetrate Tile.
2. At Joints between Tile and Plumbing Fixtures.
3. Around any Toilet and Bath Accessories which penetrate Tile.
4. At any Control Joints in Tile field.
2.14 EDGE STRIP
A. Manufacturer: Schluter-Systems, (800) 472-4588, or approved.
B. Brand: Schiene
C. Material: Verify and match adjacent Door Hardware specified in Section 08-71-00.
D. Extent of Work: Provide at any exposed Tile Floor edges, and wherever Tile Floors abut other
Floor Coverings. If and where exposed edges occur at Doorways, center Strip under Door.
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Examine Surfaces to receive Tile, and start no work until Defects that will adversely
affect Tile Work have been corrected.
B. Surfaces to receive Dry-Set Mortar shall not vary more than 1/8 inch above or 1/8 inch
below required plane in any undivided space; nor shall there be more than 1/16 inch
variation within any single running foot.
C. Do not start until Work of other Trades, which goes through or in space behind Tile, has
been completed, and any unacceptable conditions are corrected.
D. Prior to starting Work, notify General Contractor about defects requiring correction.
SECTION 09 3100 09 3100-6
CERAMIC TILE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 3100-6
E. Do not start Work until defects are corrected.
PART 3 - EXECUTION
3.2 PROTECTING WORK OF OTHER SECTIONS
A. Protect against damage and discoloration caused by Work of this Section.
3.3 BACKING BOARD INSTALLATION
A. Accurately precut Boards to size, and make any necessary Cutouts.
B. Space Joints between adjacent Boards 1/8 to 3/16 inch apart.
C. Secure to Studs with Screws spaced at 8 inch centers.
D. Fill Joints between adjacent Boards with Dry Set or Latex Portland Cement Mortar, and
cover Joints with Reinforcement Tape embedded in skim coat of Mortar.
3.4 WATERPROOF MEMBRANE INSTALLATION
A. Follow Manufacturer's instructions.
B. Where possible lay Membrane in single sheet without Joints; lap any necessary Joints at
least 2-1/2 inches and seal with Mastic.
C. Reinforce Corners with double Membrane layer at least 12 inches wide.
D. Extend up Walls at least 6 inches.
E. Flood-test Membrane water-tightness for 24 hours. Repair any Leaks and retest.
3.5 CRACK BRIDGING MEMBRANE INSTALLATION
A. Follow Manufacturer's instructions.
B. Apply Primer to Substrate where, and as, recommended by Membrane Manufacturer.
3.6 TILE LAYOUT
A. Where possible, layout Work so that no Tile less than half size occurs.
B. For heights dimensioned on Drawings, maintain full courses to produce height nearest to
these dimensions without cutting Tile.
C. Unless otherwise shown on Drawings, align Joints in Wall Tile vertically and horizontally.
D. Unless otherwise shown on Drawings, align Joints in Floor Tile at right angles to each
other and parallel with Walls.
E. Determine exact locations of any Control Joints or Accessories before installing Tile.
F. Terminate Tile neatly at Edges, Corners, and Obstructions without disruption of Tile
pattern or Joint alignment.
SECTION 09 3100 09 3100-7
CERAMIC TILE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 3100-7
PART 3 - EXECUTION
3.7 JOINT WIDTHS
A. Between Adjacent Tiles: Follow Tile Manufacturer's recommendations.
3.8 TILE INSTALLATION
A. Comply with the following Referenced Specifications:
1. At Concrete Floors at Showers: Portland Cement Mortar (TCNA Spec. B415)
2. At Concrete Floors in Toilet Rooms: Dry-set Mortar (TCNA Spec. F115)
3. At Concrete Floors Elsewhere: Dry-set Mortar (TCNA Spec. F113)
4. At Backer Board over Stud Wall in Shower Enclosures: Epoxy Cement Mortar
(TCNA Spec. B412)
5. At Backer Board on Stud Walls Elsewhere: Dry-set Mortar (TCNA Spec. W244C)
6. At Control Joints: (TCNA Spec. EJ171)
B. At Large Format Tiles:
1. At Tile Backside: Back-butter Mortar in direction parallel with shortest
Tile dimension.
2. At Substrate: Trowel Mortar in same direction as Tile to create ‘zipper’ effect
when two are placed together.
3. Remove any trapped Air by vibrating, tamping, or other method recommended
by Tile Manufacturer.
3.9 ALLOWABLE INSTALLATION TOLERANCES
A. Horizontal Surfaces: True within 1/8 inch per 10 ft. in all directions
B. Vertical Surfaces: True within 1/8 inch per 8 ft. in all directions
C. Allowable Lippage between adjacent Tiles: None
3.10 PROTECTIVE SEALER APPLICATION
A. Follow Manufacturer's instructions.
3.11 GROUTING
A. Delay grouting until Tiles are firmly set; 48 hours minimum.
B. Prior to grouting, wash-out and saturate Tile Joints with Clean Water.
C. If and when using Proprietary Products, follow Product Manufacturer's instructions.
D. Fill Joints with Grout, and finish smooth and slightly below Tile face.
SECTION 09 3100 09 3100-8
CERAMIC TILE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 3100-8
PART 3 - EXECUTION
3.12 EDGE STRIP INSTALLATION
A. Secure to adjacent Structure in accordance with Manufacturer's instructions.
3.13 WASTE MANAGEMENT
A. In accordance with Section 01 7419:
1. Half-size & larger Surplus Tile: Set aside for Owner's reuse or donate
to Organizations such as Habitat for Humanity.
2. Metal & Cardboard Waste: Collect and place where directed for recycling.
3.14 PRODUCT CLEANING & REPAIRING
A. Remove any excess Sealant within 20 minutes of installation using Denatured Alcohol
on Cheesecloth Pad.
B. Including Work of other Trades, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by Work of this Section.
C. Remove Debris from Project Site upon Work completion, or sooner if directed.
END OF SECTION
SECTION 09 5100 09 5100-1
ACOUSTIC BATT INSULATION
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 5100-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Wood Framing to receive Acoustic Insulation: Section 06 1000
B. Thermal Insulation: Section 07 2000
C. Steel Framing to receive Acoustic Insulation: Section 09 1000
D. Acoustic Caulking: Section 09 2500
1.3 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.4 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
1.5 PRODUCT DELIVERY, STORAGE, & HANDLING
A. Protect against moisture, damage, and discoloration.
B. Do not store Insulation near Materials that could off-gas or emit Harmful Fumes, such
as Gas Heaters, fresh Paint, Adhesives, etc.
1.6 ENVIRONMENTAL REQUIREMENTS
A. Delay Insulation installation until Work Spaces are dry.
1.7 ADVANCE NOTICES
A. Notify Architect at least 24 hours prior to covering-over Work of this Section so
inspection can be made.
SECTION 09 5100 09 5100-2
ACOUSTIC BATT INSULATION
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 5100-2
PART 2 - PRODUCTS
2.1 ACOUSTIC INSULATION
A. Manufacturer: Contractor's choice
B. Material: Formaldehyde-free Mineral Wool Insulation
C. Manufacturing Standard: ASTM C-665
D. Type: Friction-fit Batt
E. Length: Full-length, single-piece where practicable
F. Special Requirement: UL Rated for Plenum-use if and where located above Ceiling.
G. Thickness: Fill Wall-framing Cavity
H. Extent of Work: Provide within Sound-attenuating Walls.
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that Surfaces provided by other Trades are clean, dry, and otherwise properly
prepared to receive Acoustic Insulation.
B. Prior to starting Work, notify General Contractor about defects requiring correction.
C. Do not start Work until conditions are satisfactory.
3.2 PROTECTING WORK OF OTHER SECTIONS
A. Protect against damage and discoloration caused by Work of this Section.
3.3 INSTALLATION
A. Install Insulation between Framing Members butting joints tight with no voids.
B. Extend Insulation behind Electrical Boxes located in Sound-attenuating Walls.
3.4 WASTE MANAGEMENT
A. In accordance with Section 01 7419, collect Scrap and Packaging, and place where
directed for recycling.
SECTION 09 5100 09 5100-3
ACOUSTIC BATT INSULATION
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 5100-3
PART 3 - EXECUTION
3.5 PRODUCT CLEANING & REPAIRING
A. Including Work of other Trades, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by Work of this Section.
B. Remove Debris from Project Site upon Work completion, or sooner if directed.
END OF SECTION
SECTION 09 6800 09 6800-1
CARPET TILE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 6800-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 AREAS TO BE COVERED
A. Where Carpet is scheduled:
1. Cover any Closet or Alcove Floors opening off these Spaces with same Material.
2. Do not provide Carpet under permanently built-in Casework or Equipment, unless
otherwise shown on Drawings.
1.3 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Leveling of uneven Concrete Slabs: Section 03 3000
B. Rubber Base at Carpet Perimeters: Section 09 6500
1.4 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.5 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
1.6 SAMPLES
A. Prior to ordering and in accordance with Section 01 3000, submit the following:
1. Two full-size Samples of each Carpet type and color.
2. Two 12 inch long samples of each type of Edge Strip.
1.7 MAINTENANCE INSTRUCTIONS
A. In accordance with Section 01 7300, submit Instructions to General Contractor for
inclusion in Owner's Maintenance Manual.
SECTION 09 6800 09 6800-2
CARPET TILE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 6800-2
PART 1 - GENERAL
1.8 REGULATORY AGENCY REQUIREMENTS
A. Maximum Carpet System Flame Spread & Smoke Development: Comply with
applicable Building Code requirements.
1.9 CERTIFICATION OF COMPLIANCE
A. Prior to installation, submit Carpet Manufacturer's Packaging Labels and Registry
Number Labels for Architect's review and acceptance.
B. Submit Carpet Manufacturer's affidavit which certifies that:
1. Installer is authorized to perform Work.
2. Installed Carpet was manufactured in accordance with Specification requirements.
C. Replace non-complying Products at no cost to Owner.
1.10 PRODUCT DELIVERY
A. Do not deliver Carpet until installation is ready to start.
1.11 PRODUCT STORAGE & HANDLING
A. Protect against damage and discoloration.
B. Do not store Rolled Goods on end.
1.12 ENVIRONMENTAL REQUIREMENTS
A. Perform Work only under the following Minimum Conditions:
1. Ambient Air Temperature:
a. During installation & for 72 hours thereafter: 65ºF - 95ºF
b. Beyond 72 hours after installation: 55ºF minimum
2. Substrate Surface Temperature: 65ºF
3. Work Area Illumination measured 3 ft. above Floor: 30 ft. candles
4. Ventilation: If and when using offensive smelling Adhesive, provide sufficient
Ventilation to maintain healthy and pleasant environment for Building Occupants.
1.13 SPECIAL WARRANTY
A. Warrant for 5 years that Carpet will maintain specified limits of Static Electricity generation.
B. Warrant for 10 years that Carpet will lose no more than 10% Face Fiber by weight.
C. At no additional cost to Owner, correct defects in materials and workmanship which
appear during Warranty Period by repairing, or when directed by replacing.
SECTION 09 6800 09 6800-3
CARPET TILE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 6800-3
PART 1 - GENERAL
1.14 MAINTENANCE MATERIALS
A. For each type, pattern, and color of Carpet leave 1 extra unopened case of Carpet Tile.
B. Store on Project Premises where directed by Owner.
PART 2 - PRODUCTS
2.1 CARPET TILE
A. Manufacturer, Brand, Size, Pattern, & Color: See Finish Schedule on Drawings.
B. Static Electricity Control Fiber: Manufacturer's standard type blended with Carpet Fiber.
Maximum Electrostatic Charge: 3.0 KV at 20% relative humidity at 70ºF.
2.2 CUSHION
A. None required.
2.3 CONCRETE SEALER
A. Manufacturer & Brand: Contractor's choice
B. Type: Satisfy conditions of use.
C. Maximum VOC Emission Level: 250 g/l
D. Extent of Work: Provide if and where recommended by Carpet Manufacturer.
2.4 EDGE STRIP
A. Manufacturer & Brand: See Finish Schedule on Drawings,
B. Insert Material: Vinyl
C. Insert Color: Match adjacent Rubber Base specified in Section 09 6500.
2.5 ADHESIVE & FLOOR FILLER
A. Manufacturer: Contractor's choice
B. Material: Non-flammable type recommended by Carpet Manufacturer
SECTION 09 6800 09 6800-4
CARPET TILE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 6800-4
PART 2 - PRODUCTS
2.6 PROTECTIVE COVERING
A. Manufacturer & Brand: Velcro Carpet Protection (800) 225-0180, or approved.
B. Material: Non-woven, water-resistant, breathable, without pressure-sensitive adhesives.
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that Subfloor is clean, dry, level, and solid; with no projections or holes that will
damage Carpet System; that Work Spaces have specified illumination, humidity, and
temperature; and that Surfaces are otherwise properly prepared.
B. Prior to starting Work notify General Contractor about defects requiring correction.
C. Verify that Concrete to receive Covering does not exceed Moisture and Vapor limits
specified by Covering Manufacturer, as determined by Tests specified in Section 01-45-30.
D. Do not start Work until conditions are satisfactory.
3.2 PROTECTING WORK OF OTHER SECTIONS
A. Protect against damage and discoloration caused by Work of this Section.
3.3 PREPARATION WORK
A. Fill Concrete Slab Cracks less than 1/16 inch wide and Depressions less than 1/8 inch deep
with Floor Filler. Notify General Contractor to correct wider Cracks and deeper Depressions.
B. Remove Wax from any existing Resilient Flooring to receive Adhesive.
C. Remove any Dust, Foreign Matter, or Moisture from Substrate.
D. Air-out Carpet in well-ventilated and uninhabited space for 24 hours minimum.
E. Acclimate Carpet to Work Space Environment for at least 48 hours before starting Work.
3.4 EDGE STRIP INSTALLATION
A. Follow Manufacturer's instructions.
B. Provide Edge Stripping at exposed Carpet edges,
C. Where Carpet terminates at Door opening, center Edge Strip under Door.
SECTION 09 6800 09 6800-5
CARPET TILE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 6800-5
PART 3 - EXECUTION
3.5 ADHESIVE APPLICATION
A. Follow Manufacturer's instructions.
B. Apply uniformly over full area to receive Carpet Tile
C. Application Method: Thin Cot
D. Apply only to area that can be covered by Carpet within Adhesive working-time.
E. Promptly remove any Adhesive spillages.
3.6 CARPET TILE LAYOUT
A. Minimum Perimeter Tile Width: 1/2 of full Tile size, unless otherwise shown
on Drawings or otherwise approved by Architect.
B. Install Tile in Pattern shown on Drawings or described in Finish Schedule on Drawings.
3.7 CARPET TILE INSTALLATION
A. Follow Manufacturer's instructions.
B. Installation Method: Direct Glue-down
C. Match any Layout Pattern shown on Drawings.
D. Fit neatly into Breaks and Recesses; against Bases; around Pipes and Penetrations;
under Saddles, Ventilator Grilles, and Thresholds; and around Cabinet and Equipment
perimeters.
E. Where Tile terminates at Door openings center exposed Tile edge directly under Door.
3.8 WASTE MANAGEMENT
A. In accordance with Section 01 7419:
1. Where possible, take advantage of Manufacturer's Recycling Program.
2. Remnants, other than those set aside for Owner's future use: Donate
to Organizations such as Habitat for Humanity.
3. Partly-used Adhesive Containers: Tightly-seal and store in protected, well-
ventilated, and fire-safe area maintained at moderate temperature.
4. Packaging & Metal Waste: Collect and place where directed for recycling.
(Cont.)
SECTION 09 6800 09 6800-6
CARPET TILE
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 6800-6
PART 3 - EXECUTION
3.9 CLEANING & REPAIRING
A. Do not let Dirt or Soil accumulate on installed Carpet; vacuum daily if necessary.
B. After completing Work, vacuum-clean Carpet.
C. Remove Debris from Project Site upon Work completion, or sooner if directed.
D. Including Work of other Sections, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by Work of this Section.
3.10 DEMONSTRATIONS
A. After installation, instruct Owner on proper care, cleaning, and maintenance of Carpet
and proper Tile relocation procedures.
3.11 PROTECTING COMPLETED WORK
A. Provide Coverings and Barricades necessary to protect completed Work.
END OF SECTION
SECTION 09 7700 09 7700-1
ACOUSTIC WALL FABRIC
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 7700-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Gypsum Board Backing to receive Acoustic Covering: Section 09 2500
1.3 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.4 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
1.5 SAMPLES
A. In accordance with Section 01 3000, submit two 12x12 inch samples of Panel Covering.
1.6 INSTALLER'S QUALIFICATIONS
A. Employed by or acceptable to Panel Manufacturer.
1.7 REGULATORY AGENCY REQUIREMENTS
A. Fire Resistance Rating: ASTM E-119
B. Flame Spread Rating: ASTM E-84
1.8 PRODUCT DELIVERY
A. Deliver Panels in original, unopened, protective packages with Manufacturer's legible
Labels indicating brand name, pattern, size, thickness, and fire rating, if any.
SECTION 09 7700 09 7700-2
ACOUSTIC WALL FABRIC
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 7700-2
PART 1 - GENERAL
1.9 PRODUCT STORAGE & HANDLING
A. Protect against moisture, damage, and discoloration.
B. Do not store Panels near Materials that could off-gas or emit Harmful Fumes, such
as Gas Heaters, fresh Paint, Adhesives, etc.
1.10 ENVIRONMENTAL REQUIREMENTS
A. Delay Panel installation until Work Spaces are dry.
B. Perform Work only under the following conditions for 24 hours before, during, and 24 hours
after installation:
1. Humidity: 65% to 75%
2. Ambient Air Temperature: 55ºF to 80ºF
1.11 FIELD MEASUREMENTS
A. Verify prior to fabrication.
B. If field measurements differ slightly from Drawing dimensions modify Work as required
for accurate fit. If measurements differ substantially, notify Architect prior to fabrication.
PART 2 - PRODUCTS
2.1 FABRIC
A. Manufacturer, Brand, Material, Pattern, & Color: See Finish Schedule on Drawings.
B. Fabrication: Cover Core Face and Edges with Fabric, and adhere Fabric to Core
without Wrinkles, Air Bubbles, or Voids.
C. Attachment Method: Follow Manufacturer’s instructions
(Cont.)
SECTION 09 7700 09 7700-3
ACOUSTIC WALL FABRIC
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 7700-3
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that Surfaces to receive Panels are smooth, true, level within 1/8 inch per 12 ft.,
dry, free from Oil or other Bond-reducing Substance, and are otherwise properly prepared
to receive Acoustic Treatment.
B. Prior to starting Work, notify General Contractor about defects requiring correction.
C. Do not start Work until conditions are satisfactory.
3.2 PROTECTING WORK OF OTHER SECTIONS
A. Protect against damage and discoloration caused by Work of this Section.
3.3 INSTALLATION
A. Follow Manufacturer's instructions.
B. Install plumb, square, and true.
C. Unless otherwise shown on Drawings, carefully abut adjacent Panels.
D. Secure Panels to Substrate with concealed Mechanical Fasteners which permit easy Panel
removal and replacement.
3.4 WASTE MANAGEMENT
A. In accordance with Section 01 7419, collect Scraps and Packaging and place where
directed for recycling.
3.5 PRODUCT CLEANING & REPAIRING
A. Including Work of other Trades, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by Work of this Section.
B. Remove Debris from Project Site upon Work completion, or sooner if directed.
END OF SECTION
SECTION 09 9000 09 9000-1
PAINTING & COATING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 9000-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Temporary Sign Painting, Temporary Heat, & Temporary Light: Section 01 5000
B. Fabricated Steel Shop Painting: Section 05 5000
C. Transparent Water Repellent: Section 07 1800
D. Joint Sealants: Section 07 9200
E. Metal Window Shop Painting: Section 08 5000
1.3 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.4 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
1.5 PRODUCTS LIST
A. Before ordering, submit complete List of Materials proposed for use.
B. Obtain Architect's acceptance before ordering.
1.6 COLOR SAMPLES
A. In accordance with Section 01 3000, submit 2 Samples of each specified Finish, Color,
and Sheen.
B. Minimum Sample Size: 8-1/2 x 11 inches
C. Sample Substrates:
1. For Paint: Stiff Paper, or approved.
2. For Stains & Varnishes: Specified Wood
D. Obtain Architect's acceptance before proceeding with Contract Work.
SECTION 09 9000 09 9000-2
PAINTING & COATING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 9000-2
PART 1 - GENERAL
1.7 REGULATORY AGENCY REQUIREMENTS
A. Removal of any Lead-base Paint Products (exceeding 20 sq. ft of Exterior Surface
or 6 sq. ft. of Interior Surface) must be performed by Workers who have been Pre-
certified by Environmental Protection Agency.
B. Existing Structure is older than 1978, therefore, comply with Federal Lead Dust Removal
Law requirements, including the following:
1. Provide HEPA Filter equipped Vacuums and other necessary Dust-removal Tools
2. Upon Work completion issue Law-compliance Certificate to Owner.
1.8 CERTIFICATE OF COMPLIANCE
A. Submit Affidavit from Paint Manufacturer's Architectural Service Representative that
Products and Work of this Section comply with these Specifications.
1.9 PRODUCT DELIVERY, STORAGE, & HANDLING
A. Deliver in Manufacturer's original, unopened Containers with legible Labels intact.
B. Do not open Containers or remove Labels until Architect inspects.
C. Store in suitable location where directed by General Contractor.
D. Protect against damage and contamination.
E. Remove unacceptable Materials from Project Site.
1.10 PRODUCT LABELS
A. Each Product Container Label shall include:
1. Manufacturer's Name
2. Type of Material
3. Manufacturer's Product Number
4. Manufacturer's Batch Number
5. Color
6. Instructions for reducing when applicable
(Cont.)
SECTION 09 9000 09 9000-3
PAINTING & COATING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 9000-3
PART 1 - GENERAL
1.11 WORK SPACE ENVIRONMENTAL REQUIREMENTS
A. Comply with Manufacturer's recommendations.
B. Perform Work only under the following conditions, unless otherwise instructed by Manufacturer:
1. Maximum Relative Humidity: 85%
2. Minimum Dew Point Variance between Air & Surface Temperature: 5ºF.
3. Minimum Ambient Air & Surface Temperature during application and until Film
is dry-hard thereafter: 45ºF.
C. Do not work:
1. Where Dust, Air-borne Particles, or Insects are present.
2. Where Inclement Weather may damage Coating Surface.
3. With less than 30 ft. candles of Available Light measured 3 ft. above adjacent Floor.
1.12 EXTRA STOCK
A. Submit, in previously unopened Containers, 1 gallon of each color of each Top Coat.
B. Label each Container with Product-identification and Use-location.
C. Store on Project Premises where directed by Owner.
PART 2 - PRODUCTS
2.1 GENERAL
A. Products for each general purpose shall be of same Manufacturer. Do not use Products of
different Manufacturers over one another, except for Shop Prime Coats specified in other
Sections.
B. Products shall be free of Lead and Mercury and must comply with Federal VOC requirements.
C. Products shall have good flowing and brushing properties and shall dry or cure free
of Blemishes or Sags.
D. Products shall not exceed Code-required Flame-spreads or Smoke-developments.
2.2 GALVANIZED STEEL PRETREATMENT MATERIAL
A. Manufacturer & Brand: Amchem Galvaprep, Devoe Dev Prep 88, or approved.
SECTION 09 9000 09 9000-4
PAINTING & COATING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 9000-4
PART 2 - PRODUCTS
2.3 OTHER COATINGS
A. Products listed below in Paint Schedule shall comply with latest edition
of Approved Products List published by Master Painters Institute (MPI).
Copies can be obtained from Institute at (888) 674-8937, or they can be
viewed by Computer at www.paintinfo.com and clicking-on either
"Product Index Alphabetical" or "Product Index by MPI Number".
B. Approved Manufacturers:
1. Except for specific Products stipulated above, only those Manufacturers who
maintain a full-time Local or Regional Architectural Representative are approved
for use on this Project.
2. Benjamin Moore, Devoe, GliddenProfessional, Kelly Moore, Miller, Parker,
Rodda, & Sherwin Williams are approved. Others may be approved if they attest
to maintaining a full-time Representative.
2.4 COLORS
A. See Color Schedule on Drawings.
B. Manufacturers listed in Approved Products List are approved provided they can
supply Colors that match scheduled Colors to Architect's satisfaction.
2.5 MIXING & TINTING
A. Follow Manufacturer's instructions.
B. Unless otherwise instructed by Manufacturer, deliver Coatings factory-mixed to Jobsite.
C. Job-mix and Job-tint only when required by Manufacturer.
D. Mix only in clean, rust-resistant Containers.
E. Use Tinting Colors recommended by Coating Manufacturer.
F. Where Thinner is used, do not exceed Coating Manufacturer's recommendations. Do not
use Kerosene or Organic Solvents to thin Water-based Coatings.
(Cont.)
SECTION 09 9000 09 9000-5
PAINTING & COATING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 9000-5
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Examine Surfaces to receive Coatings for existing conditions that could adversely effect Work
execution, permanence, or quality. Give particular attention to Primer Coatings applied by
other Trades. and to existing Coated Surfaces scheduled to receive new Coatings.
1. Wood: 15%
2. Gypsum Board: 12%
B. Prior to starting Work, notify General Contractor about defects requiring correction.
C. Do not start Work until conditions are satisfactory. Applying Coatings to defective
Substrates indicates acceptance of Defective Substrate by Painter, and Painter shall bear
all costs to produce acceptable Work, including re-painting entire Surface (No touch-up
painting allowed.).
3.2 PROTECTING WORK OF OTHER SECTIONS
A. Protect against damage and discoloration caused by Work of this Section.
B. Prior to painting, remove or otherwise protect any Finish Hardware, Accessories, Cover
Plates, Lighting Fixtures, and similar Items. After painting, reinstall Removed Items and
remove Protective Coverings.
C. Do not dump Waste Materials, including Thinners, into Landscape Planting Beds,
Plumbing Fixtures, or Storm Drains.
D. Cover or otherwise protect Paint Storage and Mixing Rooms.
3.3 FIRE PROTECTION
A. Take extraordinary care to prevent Fire.
B. Open Coating Containers only when needed.
C. Keep Rubbing Cloths and Oily Rags submersed in Water.
3.4 SURFACE PREPARATION
A. General:
1. Follow Coating Manufacturer’s instructions.
2. Remove any Loose Material, Dirt, Dust, or Foreign Matter.
B. Concrete:
1. Remove excess Form Oil and Curing Compound.
2. Where necessary for Coating-adhesion, etch Concrete with Muriatic Acid
Solution. Following treatment, rinse thoroughly and dry.
3. Allow Concrete to cure at least 60 days prior to painting.
(Cont.)
SECTION 09 9000 09 9000-6
PAINTING & COATING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 9000-6
PART 3 - EXECUTION
3.4 SURFACE PREPARATION (Cont.)
C. Gypsum Board:
1. Repair any Holes, Cracks, Ridges, etc.; and smooth Repairs by sanding.
2. Wipe-down or vacuum Surfaces to remove any residual Dust.
D. Zinc Alloy & Galvanized Steel:
1. Thoroughly clean with Solvent or pressure-wash with Detergent in hot Water.
2. Etch Metal with Metal Conditioner or in accordance with Steel Structures
Painting Council Specifications.
3. Preparations to receive Enamel: ASTM D-6386
E. Non-galvanized Ferrous Metal:
1. Remove any Rust, Grease, Oil, or loose Scale.
F. Aluminum:
1. Etch with Phosphoric Acid, or approved.
G. Wood Doors:
1. Hand-block-sand Faces and Edges to remove any Handling Marks or Raised
Grain. Do not use Steel Wool on Open-grain Species.
2. Fill any Voids. At any Natural-finished Doors, color Filler to match Wood.
H. Other Wood:
1. Clean Soiled Surfaces with Alcohol, or approved.
2. Remove any Mildew by scrubbing with Trisodium Phosphate Solution, treat
with Bleach Solution, rinse with clean Water, and allow Surfaces to
completely dry before proceeding with remaining work.
3. Hand-block-sand Surfaces to remove any Raised Grain. Do not use Steel Wool
on Open-grain Species.
4. At Opaque Coatings seal any Knots, Pitch, and Resinous Sapwood
before Primer Coat application.
5. Fill any Voids, including set Nail and other Fastener Holes. At any Natural-
finished Wood, color Filler to match Wood.
6. Apply Clear Sealer-primer to any smooth-surfaced Softwood Species before
applying any scheduled Penetrating Stain.
I. Existing Surfaces to be refinished:
1. Clean thoroughly.
2. Remove any Mildew by scrubbing with Trisodium Phosphate Solution, treat
with Bleach Solution, rinse with clean Water, and allow Surfaces to completely
dry before proceeding with remaining work.
3. Remove any loose, scaly, or other Defective Film.
4. Fill any Voids.
5. Sand any Irregular Surfaces smooth.
6. Remove any Film Gloss by washing and sanding.
7. Seal any Stains or Graffiti with Shellac.
8. Touch-up any Bare Spots with proper Primer.
SECTION 09 9000 09 9000-7
PAINTING & COATING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 9000-7
PART 3 - EXECUTION
3.5 COATING APPLICATION
A. General:
1. Follow Coating Manufacturer's instructions.
2. Do not apply initial Coating until Surface Moisture Content is within limitations
recommended by Coating Manufacturer. Where in doubt test with Moisture Meter.
3. Except as otherwise specified hereunder, apply Coatings with suitable Brush,
Roller, or Spray Equipment recommended by Coating Manufacturer.
4. Back-roll or brush-in spray-applied Primer Coats to assure Coating penetration.
5. Maintain Brushes, Rollers, and Spray Equipment clean, free from contaminates,
and suitably prepared for conditions of use.
6. Do not exceed Coating Manufacturer's specified Coating Application Rate.
7. Follow Coating Manufacturer's recommended Drying Time between succeeding Coats.
8. Apply Finish Coats smooth, free of Brush Marks, Streaks, Laps, Coating Pile-up,
and Skips.
9. Leave any Moldings and Ornaments clean, true to detail, and without
excessive Coating build-up in Corners and Depressions.
10. Where Coating abuts other Materials or Colors cut Coating Edge clean, sharp, and
with no overlap.
11. In addition to Door Faces, finish Door Tops, Bottoms, and Edges as specified
below. If necessary, remove Doors from Frames.
12. Tint each Coat progressively lighter to enable confirmation of Coat quantities.
13. Sand and dust between each Coat to provide anchor for succeeding Coats, and to
remove any Defects visible from 36 inch minimum distance.
14. Extend Paint Finish behind Mirrors and other similar Wall-mounted Items.
15. If and where recoating Existing Surface, apply New Coating over entire Existing
Surface and extend New Coating to nearest Surface-break such as Wall Corners,
Floor abutments, and Ceiling abutments.
B. Painted Work:
1. Woodwork: Immediately upon Jobsite delivery, prime all Surfaces
including Concealed Surfaces.
2. Flat Metalwork, including Doors: Apply Paint with Roller or Airless Spray
Equipment only. Do not apply by Brush.
3. If, and when, painting Door Hinges such as on Electrical Panels,
open and close Doors several times after painting to prevent Paint
bridging across Hinge Knuckles.
4. Roller-applied High-build Coatings: Do not "move" Paint with roller, or stop
rolling prior to roller going dry. Remove roller marks by back-rolling, using
minimum possible pressure, and rolling in 1 direction only.
(Cont.)
SECTION 09 9000 09 9000-8
PAINTING & COATING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 9000-8
PART 3 - EXECUTION
3.5 COATING APPLICATION (Cont.)
C. Transparent Finish Woodwork:
1. Immediately upon Jobsite delivery, apply 1 coat of Clear Sealer-Primer to
concealed surfaces of Wood, if any, to be installed at the following locations:
a. Building exterior
b. Within High Humidity areas
c. Adjacent to new Concrete or Masonry
2. Adjust Finish Color where necessary to produce uniform appearance between
adjacent Matching Materials.
3.6 FIELD QUALITY CONTROL
A. Before proceeding with remaining Work, request Architect to inspect each first-
finished Room, Space, and Item for acceptability.
B. Immediately following application, Wet Film Thickness of Coatings may be tested in
compliance with ASTM D-4414.
C. After 14 calendar days following application, Coatings may be tested as follows:
1. In compliance with ASTM D-4138, Dry Film Paint Thicknesses may be
measured using a Mark II Tooke Coating Inspection Gage, or a similar
Precision Instrument, designed for measuring Paint Coating Thicknesses.
Touch-up Test Surface, which will measure approximately 1 sq. inch per Test.
2. In compliance with ASTM D-3359 Tape Test, Coating Adhesion may be
determined.
D. Recoat any Work which fails Test.
3.7 WASTE MANAGEMENT
A. In accordance with Section 01 7419:
1. Surplus Paint: Set aside for Owner's reuse, donate to organization such as Habitat
for Humanity, or deliver to Re-manufacturer,
2. Partly-used Paint Containers: Tightly-seal and store in protected, well-ventilated,
fire-safe area maintained at moderate temperature, and designated for hazardous
material storage.
3. Do not dispose of Coatings, Solvents, or Cleaning Fluids by pouring onto Ground,
into Toilets, or into Storm Drains. Place in suitable Containers and lawfully dispose.
4. Hazardous Products (Paint, Stain, Wood Preservative Finish, Thinner, Solvent,
etc.) are subject to disposal regulations. Comply with governing Federal, State,
and Local requirements.
5. When recycling is available, segregate and recycle Waste Materials. Treat
Materials that cannot be recycled as Hazardous Waste and lawfully dispose.
6. Appropriately launder Solvent-soaked and Oil-soaked Rags.
7. Prior to disposal, dry Empty Material Containers
SECTION 09 9000 09 9000-9
PAINTING & COATING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 9000-9
PART 3 - EXECUTION
.
3.8 PRODUCT CLEANING & REPAIRING
A. Remove any Spills, Splatters, and Stains including those in Paint Storage and Mixing Room.
B. Unless otherwise approved, refinish entire Surface where portion of Coating is unacceptable.
C. Including Work of other Trades, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by Work of this Section.
D. Remove Debris from Project Site upon Work completion, or sooner if directed.
3.9 PROTECTING COMPLETED WORK
A. Post Signs and install Barricades where necessary to protect Completed Work of
this Section against damage and discoloration.
3.10 PAINTING SCHEDULE
A. General:
1. Prime Coats specified below may be omitted where Factory-applied Shop
Coatings have been applied by other Trades.
2. Prime Coats specified below may be omitted from Existing Finished Surfaces,
provided Existing Coating is sound.
3. Quantities of Coats specified below are minimum. Finished Work shall be even,
uniform, and free from cloudy and mottled appearance. Apply additional Coats (4
minimum) of any Deep or Bright Tone Colors where necessary to hide Substrate.
4. Minimum Dry Film Thicknesses specified below include Prime Coat and Finish
Coats combined.
B. Surfaces not coated, unless otherwise indicated elsewhere:
1. Items having complete Factory-applied Finish
2. Plastic Laminate Covering
3. Joint Sealants
4. Finish Hardware
5. Glass
6. Ceramic Tile
7. Flooring
8. Roofing
9. Toilet & Bath Accessories
10. Window Blinds
11. Instructional Labels including Fire-resistance Rating Labels
12. Portions of Existing Building where no Alterations occur
(Cont.)
SECTION 09 9000 09 9000-10
PAINTING & COATING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 9000-10
PART 3 - EXECUTION
3.10 PAINTING SCHEDULE (Cont.)
C. Exterior Galvanized Steel:
1. Latex Enamel
a. 1 coat Galvanized Primer, (MPI Product #134 - Min. Solids Volume 38%
& Max. VOC 100 grams/liter), followed by:
b. 2 coats Semi-gloss (MPI Level #5) Latex Enamel (MPI Product #11 -
Min. Solids Volume 39% & Max. VOC 50 grams/liter)
c. Minimum Total Dry Film Thickness: 4.0 mils
D. All Other Exterior Ferrous Metal:
1. Latex Enamel
a. 1 coat Bonding Primer (MPI Product #107 - Min. Solids Volume 38%
& Max. VOC 100 grams/liter), followed by:
b. 2 coats Semi-gloss (MPI Level #5) Latex Enamel (MPI Product #11 -
Min. Solids Volume 39% & Max. VOC 50 grams/liter)
c. Minimum Total Dry Film Thickness: 4.0 mils
E. Exterior Woodwork:
1. Stain
a. 2 coats Penetrating Oil Stain (MPI Product #13)
2. Stain & Varnish
a. 1 coat Penetrating Oil Stain (MPI Product #13), followed by:
b. 1 coat Clear Sanding Sealer (MPI Product #91), followed by:
c. 3 coats Semi-gloss (MPI Level #5) Varnish (MPI Product #29)
F. Interior Gypsum Board in Restrooms:
1. Latex Enamel
a. 1 coat Latex Primer (MPI Product #149), followed by:
b. 2 coats Semi-gloss (MPI Level #5) Latex Enamel (MPI Product #147)
c. Minimum Total Dry Film Thickness: 4.0 mils
G. Interior Gypsum Board Elsewhere:
1. Latex Enamel
a. 1 coat Latex Primer (MPI Product #149), followed by:
b. 2 coats Eggshell-gloss (MPI Level #3) Latex Enamel (MPI Product #145)
c. Minimum Total Dry Film Thickness: 4.0 mils
H. Interior Ferrous Metal:
1. Latex Enamel
a. 1 coat Rust Inhibiting Primer (MPI Product #107), followed by:
b. 2 coats Semi-gloss (MPI Level #5) Latex Enamel (MPI Product #147)
c. Minimum Total Dry Film Thickness: 4.0 mils
(Cont.)
SECTION 09 9000 09 9000-11
PAINTING & COATING
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 09 9000-11
PART 3 - EXECUTION
3.10 PAINTING SCHEDULE (Cont.)
I. Interior Woodwork:
1. Polyurethane Varnish
a. 1 coat Paste Filler (MPI Product #91) colored to match Wood, on Open-
grained Woods only, followed by:
b. 1 coat Sanding Sealer (MPI Product #102 - Min. Solids Volume 25%
& Max. VOC 250 grams/liter)
c. 3 coats Semi-gloss (MPI Level #5) Polyurethane Varnish (MPI Product #74 -
Min. Solids Volume 26% & Max. VOC 250 grams/liter)
2. Latex Enamel
a. 1 coat Latex Primer (MPI Product #5 - Min. Solids Volume 75%
& Max. VOC 200 grams/liter), followed by:
b. 2 coats Semi-gloss (MPI Level #5) Latex Enamel (MPI Product #147 -
Min. Solids Volume 38% & Max. VOC 50 grams/liter)
c. Minimum Total Dry Film Thickness: 4.0 mils
J. Custom-built Wood Casework:
1. Wood Surfaces exposed when Doors & Drawers are closed:
a. Finish same as similar Interior Woodwork.
2. Wood Door & Drawer Backs & Edges:
a. Finish same as exposed Cabinet surfaces.
3. Wood Surfaces concealed when Doors & Drawers are closed:
a. 2 coats natural color Wood Sealer
4. Casework Backs & Sides against Exterior Walls & Bottoms over on-grade
Concrete Slabs:
a. 1 thick coat Paint, Varnish, or Sealer.
b. No Surface without some type of Finish.
K. Exposed Mechanical & Electrical Work:
1. Exterior Metal, including Work on Roof & Utility Meter Box Bases:
a. Finish same as other Exterior Metal of same kind.
L. Traffic Control Markings:
1. Traffic Paint
a. 1 coat Traffic Paint (MPI Product #97)
b. Extent of Work: Paint Parking Stall Lines 4 inches wide, face and top of
any painted curbs, and any other Pavement Markings shown on Drawings.
c. Colors:
1. Parking Stall Lines: Yellow
2. Driving Lane Dividers, if any: Yellow
3. No Parking Zone Curbs, if any: Yellow
4. No Parking Fire Lanes, if any: Red
5. Pedestrian Crosswalk Lines, if any: White
6. Accessible Vehicle Parking Symbols, if any: Blue & White
7. Traffic Direction Arrows, if any: White
d. Minimum Total Dry Film Thickness: 9.0 mils
END OF SECTION
SECTION 10 8000 10 8000-1
TOILET & BATH ACCESSORIES
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 10 8000-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Mirrors: Section 08 8000
1.3 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.4 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
1.5 MANUFACTURER'S LITERATURE
A. In accordance with Section 01 3300, show Rough Opening and Installation Details.
B. Manufacturer's standard drawings may be used, provided required information is shown.
1.6 REGULATORY AGENCY REQUIREMENTS
A. Accessories shall comply with applicable requirements of Americans with Disabilities
Act (ADA)
1.7 PRODUCT DELIVERY, STORAGE, & HANDLING
A. Protect against damage and discoloration.
B. Do not remove Protective Covers until final Project clean-up.
(Cont.)
SECTION 10 8000 10 8000-2
TOILET & BATH ACCESSORIES
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 10 8000-2
PART 2 - PRODUCTS
2.1 GENERAL
A. Approved Manufacturers & Models:
1. Unless otherwise indicated, Manufacturers and Model Numbers listed below are
selected from Bobrick Catalog, which are approved for use. Comparable Products
by American Specialties, Bradley, McKinney/Parker, and TSM are also approved.
2. Products by other Manufacturers may be approved in accordance with
requirements specified in Section 01 3000.
B. Prior to ordering Products:
1. Verify type of Paper to be used by Owner.
2. Verify types and thicknesses of Wall Construction. Provide all required
Fasteners, Clamps, Adapters, etc. necessary for conditions encountered.
2.2 TOILET PAPER DISPENSERS
A. Manufacturer & Model: Bobrick B-4288, or approved.
B. Type: Single Roll with automatically positioned Spare Roll
C. Material: Stainless Steel
D. Mounting: Surface
E. Extent of Work: Provide 1 adjacent to each new Toilet.
2.3 PAPER TOWEL DISPENSERS
A. Manufacturer & Model: Bobrick B-4262, or approved.
B. Type: Hinged, with Sloping Top, and equipped to dispense C-fold and Multi-fold Towels.
C. Material: Stainless Steel
D. Mounting: Surface
E. Extent of Work: Provide 1 in each new Toilet Room.
2.4 TOILET SEAT COVER DISPENSERS
A. Manufacturer & Model: Bobrick B-4221, or approved.
B. Material: Stainless Steel
C. Mounting: Surface
D. Extent of Work: Provide 1 adjacent to new each Toilet.
(Cont.)
SECTION 10 8000 10 8000-3
TOILET & BATH ACCESSORIES
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 10 8000-3
PART 2 - PRODUCTS
2.5 GRAB BARS
A. Manufacturer, Model, & Material: See Drawings
B. Wall Clearance: 1-1/2 inches
C. At Toilets intended for Disabled Users:
1. Quantity: 3 Bars per Toilet
2. Horizontal Bars Mounting Height above Floor: 33 inches
3. Length:
a. At Toilet Side:
1. Horizontal Bar: 42 inches (Space 12 inches away from Rear Wall)
2. Vertical Bar: 18 inches (Extend vertically from front-end of
Horizontal Bar)
b. At Toilet Rear: 36 inches (Extend 12 inches beyond Toilet centerline
toward nearest side wall and extend 24 inches beyond Toilet centerline
toward open side of Toilet.)
D. At each Shower:
1. Quantity: 2
2. Mounting Height above Floor: 33 inches
3. Length:
a. At Shower Side: 30 inches
b. At Shower Rear: 30 inches
2.6 HOOKS
A. Manufacturer, Model, Material, & Type:: See Drawings
B. Mounting Height above Floor, unless otherwise shown on Drawings: 54 inches
C. Extent of Work: Provide 1 each as follows:
1. On Wall behind each Toilet Room Entry Door.
2. Adjacent to Showers where shown on Drawings.
2.7 SHOWER CURTAIN RODS
A. Manufacturer & Model: Bobrick B-6047, or approved.
B. Material: Stainless Steel
C. Length: Fit Opening
D. Required Accessories:
1. Rod Mounting Flanges
2. Snap Hooks with Nylon Rollers spaced at 6 inch centers.
E. Extent of Work: Provide 1 at each Shower.
SECTION 10 8000 10 8000-4
TOILET & BATH ACCESSORIES
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 10 8000-4
PART 2 - PRODUCTS
2.8 SHOWER CURTAINS
A. Manufacturer & Model: Bobrick 204-2, or approved.
B. Material: Opaque matte-white Vinyl
C. Size: Fit Opening
D. Extent of Work: Provide 1 at each Shower.
2.9 FASTENERS
A. Non-corrosive type recommended by Accessory Manufacturer.
2.10 BLOCKING & BACKING
A. Provide all necessary.
B. Accessories are located on Drawings for Contractor's convenience.
C. Verify location, type, and quantity with Owner prior to proceeding with Work.
2.11 FABRICATION
A. Fabricate Units with welded Corners, one-piece seamless exposed Flanges, and with no
open Miters.
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Do not proceed until Blocking and Surfaces to receive Accessories are smooth, clean, dry,
square, sound, accurately sized and located, painted, and otherwise properly prepared.
B. Prior to starting Work, notify General Contractor about defects requiring correction.
C. Do not start Work until conditions are satisfactory.
3.2 PROTECTING WORK OF OTHER SECTIONS
A. Protect against damage and discoloration caused by Work of this Section.
SECTION 10 8000 10 8000-5
TOILET & BATH ACCESSORIES
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 10 8000-5
PART 3 - EXECUTION
3.3 INSTALLATION
A. If Mounting Locations are not specified herein, or shown on Drawings, locate where
directed by Architect.
B. Follow Manufacturer's installation instructions.
C. Mount plumb, level, true, and secure.
D. If and where Accessories are attached to Ceramic Tile, provide Sealant-filled Pilot Holes
in Tile to receive Fasteners.
3.4 ADJUSTMENTS
A. Adjust Moving Parts to operate satisfactorily at time of Project Substantial Completion
and during Warranty Period.
3.5 WASTE MANAGEMENT
A. Collect Scrap and Packaging, and place where directed for recycling.
3.6 PRODUCT CLEANING & REPAIRING
A. Including Work of other Trades, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by Work of this Section.
B. Remove Debris from Project Site upon Work completion, or sooner if directed.
END OF SECTION
SECTION 10 9900 10 9900-1
MISCELLANEOUS SPECIALTIES
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 10 9900-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Door Hardware: Section 08 7100
B. Field Painting: Section 09 9000
C. Toilet & Bath Accessories: Section 10 8000
D. Appliances: Section 11 4520
E. Equipment: Division 11
F. Window Blinds: Section 12 5100
1.3 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.4 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
1.5 SHOP DRAWINGS
A. Show layout, dimensions, details of construction, methods of joining to other Work,
required clearances, finishes, accessories, and other pertinent items.
B. In accordance with Section 01 3300, submit for Fire Extinguisher Cabinets
C. Manufacturer's standard Printed Literature may be substituted provided required
information is included.
1.6 PRODUCT DELIVERY, STORAGE, & HANDLING
A. Protect against damage and discoloration.
B. Deliver in Manufacturer's original, unopened, protective wrapping with original, legible
label intact.
SECTION 10 9900 10 9900-2
MISCELLANEOUS SPECIALTIES
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 10 9900-2
PART 1 - GENERAL
1.7 INSTALLER'S QUALIFICATIONS
A. Employed by or acceptable to Manufacturer of Specialty being installed.
PART 2 - PRODUCTS
2.1 FIRE EXTINGUISHER CABINETS
A. Manufacturer: J.L. Industries, Larsen's, Modern Metal Products, Potter-Roemer, or
approved.
B. Model: Similar to _________________-
C. Size: Accommodate Fire Extinguishers specified below
D. Mounting: Semi-recessed and flat trimmed
E. Door & Frame Material: Prime-coated Steel
F. Cylinder Lock: Not Required
G. Cabinet Interior: White enamel
H. Extinguisher Support: Manufacturer's standard Brackets to receive Fire Extinguishers
specified below
I. Extent of Work: Provide where shown on Drawings.
2.2 FIRE EXTINGUISHERS
A. Manufacturer: Contractor's choice.
B. Type: OSHA-approved and UL-rated for type A, B, & C fires
C. Color: Red
D. Size: 5 lb.
E. Fill and service Extinguishers prior to Project Substantial Completion. Attach Certificate
of Service, including date, to each Extinguisher.
F. Extent of Work: Provide Extinguishers within each Extinguisher Cabinet specified
above.
(Cont.)
SECTION 10 9900 10 9900-3
MISCELLANEOUS SPECIALTIES
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 10 9900-3
PART 2 - PRODUCTS
2.3 VEHICLE PARKING CONTROL SIGNS
A. Manufacturer: Contractor's choice
B. Sign Panel:
1. Approximate Face Size: 12x18 inches
2. Material: Sheet Steel or Aluminum
3. Letter Height: 3/4 inch
4. Colors: White Letters on Blue background or vice versa
a. Disabled Parkers Signs:
1. Wording: “RESERVED PARKING”
2. Logo: International Symbol of Access for Handicapped Users
3. At Parking Stalls adjacent to 8 ft. wide Aisles, if any: Provide 3
inch high "VAN-ACCESSIBLE" Sign mounted directly below Main
Sign.
5. Mounting Method: Mount on Galvanized Steel Post
6. Mounting Heights above adjacent Walkway Surface to Sign Bottom: 84 inches
C. Extent of Work: Provide 1 Sign centered on each Vehicle Parking Stall reserved for
Disabled Users.
2.4 SHOP PAINT
A. Unless herein specified otherwise, factory-apply one coat Rust inhibiting Primer as
specified in Section 09 9000 to Ferrous Metal surfaces after fabrication, but before
installation.
B. Substitute complete Factory-Finish where so specified herein.
2.5 BLOCKING & BACKING
A. Provide where necessary.
B. Specialties are shown on Drawings for Contractor's convenience. Verify location, type,
and extent of Work before installing Blocking and Backing.
(Cont.)
SECTION 10 9900 10 9900-4
MISCELLANEOUS SPECIALTIES
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 10 9900-4
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that Blocking, Backing, and Surfaces to receive Specialties are properly prepared,
sized, and located.
B. Prior to starting Work notify General Contractor about defects requiring correction.
C. Do not start Work until conditions are satisfactory.
3.2 PROTECTING WORK OF OTHER SECTIONS
A. Protect other materials against damage and discoloration caused by Work of this Section.
3.3 INSTALLATION
A. General:
1. Follow Manufacturer's instructions and approved Shop Drawings.
2. Secure Specialties plumb, level, square, and true as applicable.
B. Fire Extinguisher Cabinets:
1. Unless otherwise shown on Drawings, mount Cabinet so that Extinguisher top is
48 inches above Floor.
C. Fire Extinguishers:
1. Mount in Fire Extinguisher Cabinets.
D. Vehicle Parking Control Signs:
1. Install Posts plumb and set 36 inches deep into Concrete Foundation.
3.4 WASTE MANAGEMENT
A. Collect Scrap and Packaging, and place where directed for recycling.
3.5 CLEANING & REPAIRING
A. Remove Debris from Project Site upon Work completion, or sooner if directed.
B. Including Work of other Sections, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by Work of this Section.
C. Leave installation clean and defect-free.
END OF SECTION
SECTION 11 0050 11 0050-1
OWNER-FURNISHED EQUIPMENT INSTALLATION
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 11 0050-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 EXTENT OF WORK
A. Install Owner-furnished Equipment where Equipment is identified on Drawings as
“OFCI” (Owner-furnished Contractor-installed).
1.3 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Mechanical Piping, Electrical Conduit & Wiring, and connections if any, to Items
specified herein: See Mechanical & Electrical Specifications
1.4 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.5 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
1.6 MANUFACTURER'S LITERATURE
A. Prior to Equipment installation, Owner will supply for Contractor's use, detailed
information showing Equipment dimensions, required clearances, methods of joining
Equipment to other Work, utility locations, and other pertinent information.
1.7 INSTALLER'S QUALIFICATIONS
A. Acceptable to Equipment Manufacturer.
1.8 PRODUCT DELIVERY
A. Owner will deliver Products to Project Site.
SECTION 11 0050 11 0050-2
OWNER-FURNISHED EQUIPMENT INSTALLATION
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 11 0050-2
PART 1 - GENERAL
1.9 PRODUCT STORAGE & HANDLING
A. Protect against damage and discoloration.
1.10 FIELD MEASUREMENTS
A. Verify prior to installing Equipment.
B. If field measurements differ slightly from Drawing dimensions, modify adjacent
Construction as required for accurate fit. If measurements differ substantially, notify
Architect prior to installing Equipment.
PART 2 - PRODUCTS
2.1 EQUIPMENT TO BE INSTALLED
A. Identified on Drawings as “OFCI” (Owner-furnished Contractor-installed).
2.2 ACCESSORIES
A. Equipment will be delivered complete with necessary Accessories including Utility
Connection Devices.
2.3 BLOCKING & BACKING
A. Provide where necessary.
B. Equipment shown on Drawings is located for Contractor's convenience. Before
installing Blocking and Backing, verify Equipment type, location, and extent of Work.
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that Surfaces to receive Equipment are properly prepared.
B. Verify that any necessary Mechanical and Electrical Utilities are accurately installed.
C. Prior to starting Work, notify General Contractor about defects requiring correction.
D. Do not start Work until conditions are satisfactory.
SECTION 11 0050 11 0050-3
OWNER-FURNISHED EQUIPMENT INSTALLATION
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 11 0050-3
PART 3 - EXECUTION
3.2 PROTECTING WORK OF OTHER SECTIONS
A. Protect against damage and discoloration caused by Work of this Section.
3.3 INSTALLATION
A. Follow Manufacturer's instructions.
B. Position plumb, level, square, straight, and true as applicable.
C. Securely anchor to adjacent Construction.
D. Make Utility connections.
3.4 ADJUSTMENTS
A. Adjust any Moving Parts to operate satisfactorily at time of Project Substantial Completion
and during Warranty Period.
3.5 WASTE MANAGEMENT
A. Collect Metal Strapping & Packaging Waste, and place where directed for recycling.
3.6 PRODUCT CLEANING & REPAIRING
A. Including Work of other Trades, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by work of this Section.
B. Remove Debris from Project Site upon work completion or sooner, if directed.
END OF SECTION
SECTION 11 4520 11 4520-1
APPLIANCES
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 11 4520-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Appliance furnishing and installing: See Section 11 0050
1.3 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.4 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
1.5 OPERATING & MAINTENANCE DATA
A. In accordance with Section 01 7300, submit to General Contractor for inclusion in
Owner's Maintenance Manual.
1.6 PRODUCT DELIVERY, STORAGE, & HANDLING
A. Protect against damage and discoloration.
1.7 FIELD MEASUREMENTS
A. Verify prior to installing Appliances.
B. If field measurements differ slightly from Drawing dimensions modify adjacent
Construction as required for accurate fit. If measurements differ substantially, notify
Architect prior to ordering Appliances.
(Cont.)
SECTION 11 4520 11 4520-2
APPLIANCES
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 11 4520-2
PART 2 - PRODUCTS
2.1 APPLIANCES
A. Appliances will be Owner-furnished & Contractor-installed (OFCI)
B. Extent of Work: See Drawings
2.2 ACCESSORIES
A. Appliances will be furnished complete with all necessary Accessories including, but not
limited to, the following:
1. Anchor Bolts
2. Utility Connection Devices
2.3 BLOCKING & BACKING
A. Provide where necessary.
B. Appliances are located on Drawings for Contractor's convenience. Before installing
Blocking and Backing, verify exact Appliance location.
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that Surfaces to receive Appliances are properly located, sized, and prepared.
B. Verify that Utilities are accurately installed.
C. Prior to starting Work, notify General Contractor about defects requiring correction.
D. Do not start Work until conditions are satisfactory.
3.2 PROTECTING WORK OF OTHER SECTIONS
A. Protect against damage and discoloration caused by Work of this Section.
3.3 INSTALLATION
A. Follow Manufacturer's instructions.
B. Secure Appliances plumb, level, square, straight, and true as applicable.
C. Make all Utility connections.
SECTION 11 4520 11 4520-3
APPLIANCES
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 11 4520-3
PART 3 - EXECUTION
3.4 ADJUSTMENTS
A. Adjust Moving Parts to operate satisfactorily at time of Project Substantial Completion
and during Warranty Period.
3.5 WASTE MANAGEMENT
A. In accordance with Section 01 7419, collect Metal Strapping & Packaging Waste, and
place where directed for recycling.
3.6 PRODUCT CLEANING & REPAIRING
A. Including Work of other Trades, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by Work of this Section.
B. Remove Debris from Project Site upon Work completion, or sooner if directed.
END OF SECTION
SECTION 12 5100 12 5100-1
WINDOW BLINDS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 12 5100-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 EXTENT OF WORK
A. Provide Blinds over interior face of all Exterior Windows, including Building Entries.
1.3 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Shower Curtains: Section 10 8000
1.4 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.5 REFERENCED SPECIFICATIONS
A. Fabricate Venetian Blinds in compliance with Commercial Item Description Document
1029 published by American Window Covering Manufacturers Association.
B. Copies of Document can be obtained from Association at 355 Lexington Ave.;
New York, NY 10017; (212) 661-5300.
1.6 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
1.7 INSTALLER'S QUALIFICATIONS
A. To be eligible to perform Work specified herein Installer must have successfully
completed at least 2 similar projects, and be employed by or acceptable to Manufacturer.
1.8 PRODUCT DELIVERY, STORAGE, & HANDLING
A. Protect against damage and discoloration.
B. Deliver in Manufacturer's original, unopened, undamaged Packages with legible Labels intact.
C. Identify Manufacturer, brand name, finish, color, and installation location on each Package.
SECTION 12 5100 12 5100-2
WINDOW BLINDS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 12 5100-2
PART 1 - GENERAL
1.9 FIELD MEASUREMENTS
A. Verify prior to fabrication.
B. If field measurements differ slightly from Drawing dimensions modify Work as required
for accurate fit. If measurements differ substantially, notify Architect prior to fabrication.
PART 2 - PRODUCTS
2.1 HORIZONTAL SLAT VENETIAN BLINDS
A. Manufacturer & Model: Levelor Real Wood Blinds, or approved. Similar Units by Bali,
Graber, & Hunter-Douglas are approved.
B. Slats:
1. Material: Wood
2. Species: Nordic Oak
3. Finish: Manufacturer's standard Clear Varnish as specified in Section 09-90-00
C. Width: 2 inches
D. Head Rail:
1. Material: Wood
2. Shape: Manufacturer's standard with sufficient front depth to conceal Mechanism
when viewed from standing eye level.
3. Finish: Manufacturer's standard
4. Color: Match Slat Interior Face
5. Required Accessories: Tilting Mechanism, Top Brace, End Braces, Top Cradle,
and others required for complete installation.
E. Bottom Rail:
1. Material: Wood reinforced to prevent twist or sag.
2. Weight: Sufficient to lower Blind evenly and in alignment
3. Shape: Manufacturer's standard
4. Finish & Color: Match Slat Interior Face
F. Ladder Color: Match Head Rail
G. Tilter:
1. Type: Manufacturer's standard, disengaging, enclosed, lubricated mechanism to
provide full 180º operation, and hold Blinds in any set angle.
2. Operation: Wand-type, length to suit installation.
(Cont.)
SECTION 12 5100 12 5100-3
WINDOW BLINDS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 12 5100-3
PART 2 - PRODUCTS
2.1 HORIZONTAL SLAT VENETIAN BLINDS (Cont.)
H. Cords:
1. Type: Manufacturer's standard; fit with self-aligning Position Equalizers
and Tassels secured to Cord Ends.
2. Color: Match Slat Interior Face
3. Minimum Breaking Strength: 200 lbs.
4. Cords replaceable without removing Tilter
I. Cord Locks:
1. Type: Manufacturer's standard; automatically capable of holding Blind in any
vertical position.
2.2 FASTENERS
A. Oval-head, non-corrosive Screws.
2.3 FABRICATION
A. General:
1. Fabricate each Blind as complete Unit produced by one Manufacturer, including
all necessary Hardware, Mounting Devices, Accessory Items, and Fasteners.
2. Fabricate Units to completely fill Opening from Jamb to Jamb and Head to Sill.
3. Align any intermediate Unit Ends with any adjacent Vertical Window Mullions.
4. Locate Controls for easy operation. Notify Architect before fabrication if
indicated locations can be improved.
B. Venetian Blinds:
1. Space Supporting Tapes no less than 3-1/2 inches not more than 7 inches
from Slat ends, and no more than 36 inches apart between. Where possible,
align Intermediate Tapes with any adjacent vertical Window Mullions.
2. Overlap Slats when fully closed to exclude Light.
3. Locate Bottom Bar 1/4 inch clear of Window Sill.
4. At any Openings requiring continuous multiple Shade Units with separate Rollers,
abut adjacent Roller Joints and align Joints at center of Window Mullions.
(Cont.)
SECTION 12 5100 12 5100-4
WINDOW BLINDS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 12 5100-4
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that Work Surfaces are accurately located and secure.
B. Prior to starting Work, notify General Contractor about defects requiring correction.
C. Do not start Work until conditions are satisfactory.
3.2 PROTECTING WORK OF OTHER SECTIONS
A. Protect against damage and discoloration caused by Work of this Section.
3.3 INSTALLATION
A. Follow Manufacturer's instructions.
B. Do necessary cutting, tapping, and drilling.
C. Provide necessary clearance to permit unencumbered Sash Hardware operation.
D. Protect Metal Parts in contact with Dissimilar Materials against galvanic corrosion.
E. Securely attach Units plumb, square, and true with Brackets, Clips, and Fasteners.
3.4 ADJUSTMENTS
A. Adjust Units to provide correct clearances and overlaps.
B. Adjust Moving Parts to operate satisfactorily at time of Project Substantial Completion
and during Warranty Period.
3.5 WASTE MANAGEMENT
A. In accordance with Section 01 7419, collect Packaging Waste, and place where directed
for recycling.
3.6 PRODUCT CLEANING & REPAIRING
A. Including Work of other Trades, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by Work of this Section.
B. Remove Debris from Project Site upon Work completion, or sooner if directed.
END OF SECTION
SECTION 15 2200 15 2200-1
SANITARY SEWER SYSTEM
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 15 2200-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 EXTENT OF WORK
A. Design, engineer, furnish, and install Building Sanitary Sewer System in accordance with
Drawings and Specifications; and with governing Laws, Regulations, Codes, and
Ordinances.
1.3 WORK INCLUDED, BUT SPECIFIED ELSEWHERE
A. NA
1.4 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Water Supply System: Section 15 3100
B. Plumbing Fixtures & Fittings: Section 15 3200
1.5 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.6 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
1.7 LAYOUT DRAWINGS
A. Submit, similar to Shop Drawings, in accordance with Section 01 3300.
B. Include Sewer Piping layout, and Material and Equipment descriptions.
1.8 RECORD DOCUMENTS
A. Submit in accordance with requirements specified in Section 01 3000.
SECTION 15 2200 15 2200-2
SANITARY SEWER SYSTEM
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 15 2200-2
PART 1 - GENERAL
1.9 REGULATORY AGENCY REQUIREMENTS
A. Obtain and pay for any Permits or Inspections required by Governing Agencies
and Utility Companies.
B. Submit copies of Inspection Certificates in accordance with requirements specified
in Section 01 7800.
1.10 PRODUCT DELIVERY, STORAGE, & HANDLING
A. Protect against damage and discoloration.
B. Store Plastic Pipe on firm, level support; protect against direct sunlight.
C. Store Plastic Pipe Cement in cool location.
1.11 TEMPERATURE REQUIREMENTS
A. 32ºF minimum and 110ºF maximum at mating surfaces of Plastic Pipe and Fittings.
1.12 FIELD MEASUREMENTS
A. System layout on Drawings, including existing Sewer locations, is diagrammatic and may
not be exact.
B. Verify prior to fabrication.
C. If field measurements differ slightly from Drawing dimensions modify Work as required
for accurate fit. If measurements differ substantially, notify Architect prior to fabrication.
1.13 ADVANCE NOTICES
A. Notify Architect and Governing Authorities at least 24 hours prior to covering over Work
of this Section so inspections can be made.
PART 2 - PRODUCTS
2.1 PIPE & FITTINGS
A. Material: Contractor's choice
B. Type & Size: Satisfy conditions of Contractor's design.
SECTION 15 2200 15 2200-3
SANITARY SEWER SYSTEM
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 15 2200-3
PART 2 - PRODUCTS
2.2 CLEANOUTS
A. Manufacturer & Brand: Contractor's choice
B. Model: Satisfy Conditions of use
C. Body Material: Cast Iron
D. Cover Plate:
1. Material: Nikaloy
2. Shape: Round
E. Extent of Work: Provide where required by Code
2.3 SHOWER DRAINS
A. Manufacturer: Contractor's choice
B. Type: Adjustable height with removable Grate
C. Model: Satisfy conditions of use
D. Body Material: Cast Iron
E. Strainer: Material: Nikaloy
F. Extent of Work: Provide where shown on Drawings
2.4 UNDERGROUND PIPE BEDDING & BACKFILLING MATERIALS
A. NA
2.5 OTHER REQUIRED PRODUCTS
A. Manufacturer: Contractor's choice
B. Type: Satisfy condition of use
C. Quantity: Provide all required for complete and properly operational System.
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that Surfaces and Structure to receive Work specified herein are accurately sized
and located, sound, secure, true, complete, and otherwise properly prepared.
B. Prior to starting Work, notify General Contractor about defects requiring correction.
C. Do not start Work until conditions are satisfactory.
SECTION 15 2200 15 2200-4
SANITARY SEWER SYSTEM
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 15 2200-4
PART 3 - EXECUTION
3.2 PROTECTING WORK OF OTHER SECTIONS
A. Protect against damage and discoloration caused by Work of this Section.
3.3 CUTTING & PATCHING
A. Comply with Section 01-7000.
3.4 UNDERGROUND PIPE BEDDING & BACKFILLING
A. NA
3.5 PIPE INSTALLATION
A. Follow Manufacturer's instructions, and Regulatory Agency requirements.
B. Locate exposed Piping, if any, as near as possible to Building Framing Members, and
parallel to Building Lines.
C. Unless otherwise required by Regulatory Requirements, slope Piping as follows:
1. Vent Piping: 1/2 inch per 10 ft. minimum.
2. All Other Piping: 1/4 inch per ft., minimum.
3.6 CLEANOUT INSTALLATION
A. Follow Manufacturer's instructions, and Regulatory Agency requirements.
B. Set Cover flush with adjacent Surface.
C. Make watertight.
3.7 SHOWER DRAIN INSTALLATION
A. Follow Manufacturer's instructions, and Regulatory Agency requirements.
B. Install flush with adjacent Surface.
C. Prime Drain Trap from nearest Water Closet or Primer Valve furnished and installed
hereunder. If Primer Valve is used locate Valve where approved.
SECTION 15 2200 15 2200-5
SANITARY SEWER SYSTEM
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 15 2200-5
PART 3 - EXECUTION
3.8 ALLOWABLE INSTALLATION TOLERANCES
A. Piping: Locate within 1/4 inch of indicated grade and location.
B. Rough-in Locations: Within 1/4 inch plus or minus of locations shown in
"American Standard Plumbing Fixture Roughing-In Measurements Manual".
3.9 PRESSURE TESTS
A. Comply with governing Regulatory Agency Requirements.
B. Conduct prior to concealing Pipe.
3.10 PROTECTING COMPLETED WORK
A. Protect against displacement and intrusion by foreign matter.
3.11 WASTE MANAGEMENT
A. In accordance with Section 01-7419, collect Metal Cut-offs and Packaging; and place
where directed for recycling.
3.12 PRODUCT CLEANING & REPAIRING
A. Including Work of other Trades, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by Work of this Section.
B. Remove Debris from Project Site upon Work completion, or sooner if directed.
END OF SECTION
SECTION 15 3100 15 3100-1
WATER SUPPLY SYSTEM
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 15 3100-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 EXTENT OF WORK
A. Design, engineer, furnish, and install Building Water Supply System in accordance
with Drawings and Specifications; and with governing Laws, Regulations, Codes, and
Ordinances.
1.3 WORK INCLUDED, BUT SPECIFIED ELSEWHERE
A. NA
1.4 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Plumbing Fixtures & Fittings: Section 15 3200
B. Disinfecting Domestic Water Supply System: Section 15 3250
C. Pipe Insulation: Section 15 6000
1.5 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.6 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
1.7 LAYOUT DRAWINGS
A. Submit in accordance with Section 01 3000.
B. Show Piping Layout and Materials, and detailed information about Water Hammer
Arresters, Water Pressure Reducing Valves, and Hot Water Recirculating Pumps.
SECTION 15 3100 15 3100-2
WATER SUPPLY SYSTEM
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 15 3100-2
PART 1 - GENERAL
1.8 RECORD DOCUMENTS
A. Submit in accordance with requirements specified in Section 01 3000.
1.9 REGULATORY AGENCY REQUIREMENTS
A. Obtain and pay for any Permits or Inspections required by Governing Agencies
and Utility Companies.
B. Comply with Act 42 USCs.300G-6 complimenting Safe Drinking Water Act,
which requires Pipe, Fittings, and Fixtures providing Water for human
consumption to be Lead-free.
1.10 PRODUCT DELIVERY, STORAGE, & HANDLING
A. Protect against damage and discoloration.
B. Store Plastic Pipe, if any, on firm, level support; protect against direct sunlight.
C. Store Plastic Pipe Cement, if any, in Cool location.
1.11 TEMPERATURE REQUIREMENTS
A. 32ºF minimum and 110ºF maximum at mating surfaces of Plastic Pipe and Fittings, if any.
1.12 FIELD MEASUREMENTS
A. Verify prior to fabrication.
B. If field measurements differ slightly from Drawing dimensions modify Work as required
for accurate fit. If measurements differ substantially, notify Architect prior to fabrication.
1.13 ADVANCE NOTICES
A. Notify Architect and Governing Authorities at least 24 hours prior to covering over Work
of this Section, so inspections can be made.
(Cont.)
SECTION 15 3100 15 3100-3
WATER SUPPLY SYSTEM
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 15 3100-3
PART 2 - PRODUCTS
2.1 PIPE & FITTINGS
A. Material: Contractor's choice
B. Type & Size: Satisfy conditions of use.
2.2 PIPE ESCUTCHEONS
A. Material: Nickel-plated Cast Brass
B. Size: Fit snuggly to Pipe and conceal Wall Opening
C. Fastener: Set Screw
D. Extent of Work: Provide around exposed Piping, where Pipe passes through Walls,
Floors, or Ceilings.
2.3 WATER HEATER
A. Existing. Verify location and capacity.
B. Prior to starting Work, notify Architect if existing Heater is inadequate or is not
appropriately located.
2.4 UNDERGROUND PIPE BEDDING & BACKFILLING MATERIALS
A. NA
2.5 OTHER REQUIRED PRODUCTS
A. Manufacturer: Contractor's choice
B. Type: Satisfy conditions of use
C. Quantity: Provide all required for complete and properly operating System.
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that Surfaces and Structure to receive Work specified herein are accurately sized
and located, sound, secure, true, complete, and otherwise properly prepared.
B. Prior to starting Work, notify General Contractor about defects requiring correction.
C. Do not start Work until conditions are satisfactory.
SECTION 15 3100 15 3100-4
WATER SUPPLY SYSTEM
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 15 3100-4
PART 3 - EXECUTION
3.2 PROTECTING WORK OTHER SECTIONS
A. Protect against damage and discoloration caused by Work of this Section.
3.3 UNDERGROUND PIPE BEDDING & BACKFILLING
A. NA
3.4 CUTTING & PATCHING
A. Comply with Section 01 7000.
3.5 PIPE INSTALLATION
A. Follow Manufacturer's instructions, and Regulatory Agency requirements.
3.6 ALLOWABLE INSTALLATION TOLERANCES
A. Piping: Locate within 1/4 inch of indicated grade and location.
B. Rough-in Locations: Locate within 1/4 inch plus or minus of locations shown in
"American Standard Plumbing Fixture Roughing-in Measurements Manual".
3.7 PRESSURE TESTS
A. Comply with governing Regulatory Agency requirements.
B. Conduct prior to concealing Pipe.
3.8 PROTECTING COMPLETED WORK
A. Protect against displacement and intrusion by foreign matter.
3.9 WASTE MANAGEMENT
A. In accordance with Section 01 7419, collect Metal Cut-offs and Packaging; and place
where directed for recycling.
SECTION 15 3100 15 3100-5
WATER SUPPLY SYSTEM
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 15 3100-5
PART 3 - EXECUTION
3.10 PRODUCT CLEANING & REPAIRING
A. Including Work of other Trades, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by Work of this Section.
B. Remove Debris from Project Site upon Work completion, or sooner if directed.
END OF SECTION
SECTION 15 3200 15 3200-1
PLUMBING FIXTURES & FITTINGS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 15 3200-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Building Drains, Vents, and Sanitary Sewer System: Section 15 2200
B. Domestic Water Supply System: Section 15 3100
C. Disinfecting Domestic Water Supply System: Section 15 3250
1.3 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.4 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
1.5 PRODUCT DATA
A. Submit similar to Shop Drawings as specified in Section 01 3000.
B. Include photograph of, and detailed information about, each Fixture type and Fitting type.
1.6 REGULATORY AGENCY REQUIREMENTS
A. Fixtures and Fittings must be approved by State Board of Health.
B. Comply with Act 42 USCs.300G-6 complimenting Safe Drinking Water Act, which
requires Fittings, and Fixtures providing Water for human consumption to be Lead-free.
1.7 PRODUCT DELIVERY, STORAGE, & HANDLING
A. Protect against damage and discoloration.
B. Store packaged materials in Manufacturer's original containers with legible labels intact.
SECTION 15 3200 15 3200-2
PLUMBING FIXTURES & FITTINGS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 15 3200-2
PART 1 - GENERAL
1.8 FIELD MEASUREMENTS
A. Fixture locations on Drawings are approximate and may not be exact.
B. Verify prior to fabrication.
C. If field measurements differ slightly from Drawing dimensions modify Work as required
for accurate fit. If measurements differ substantially, notify Architect prior to fabrication.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Stainless Steel Fixtures: American Standard, Elkay, Zigler Harris, Just, or approved.
B. All Other Fixtures: American Standard, Crane, Kohler, or approved.
C. Where specific Fixtures or Fittings are specified or scheduled, other Manufacturers listed
above are approved for use, provided proposed substitution matches specified or
scheduled Fixture to Architect's satisfaction. If doubt exists in Bidder's mind, submit
request for substitution approval as specified in Section 01 3000.
2.2 FIXTURE & FITTING TYPES
A. See Plumbing Fixture Schedule.
2.3 MATERIALS, UNLESS OTHERWISE SPECIFIED ELSEWHERE.
A. Cast Iron Fixture Enamel: Acid-resistant
B. Stainless Steel Fixtures:
1. Type: 302/304
2. Finish: No. 4
C. Fittings: Chrome-plated Brass
2.4 REQUIRED ACCESSORIES
A. Necessary Hangers, Supports, Ledge Rims, Traps, Trim, and Escutcheons.
(Cont.)
SECTION 15 3200 15 3200-3
PLUMBING FIXTURES & FITTINGS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 15 3200-3
PART 2 - PRODUCTS
2.5 SUPPLY & STOP VALVES
A. Manufacturer: Contractor's choice
B. Material: Chrome-plated Brass
C. Operation Type: Screw Driver
D. Required Accessories: Replaceable Non-plastic Washers
E. Quantity: Provide at each Fixture.
2.6 FIXTURE TRAPS
A. Manufacturer: Made or approved by Fixture Manufacturer
B. Material:
1. Where Exposed: Chrome-plated Brass
2. Where Concealed: PVC Plastic
C. Required Accessory: Cleanout
2.7 BURN-PREVENTION INSULATION
A. Manufacturer: Truebro; Box 400; Ellington, CT 06029; (800) 340-5969; or approved.
B. Brand: Lav Shield
C. Material: Molded Vinyl
D. Color: White
E. Extent of Work: Cover Piping, Traps, and Fittings where capable of
burning Wheel-chair Occupants.
2.8 TOILET SEATS
A. Manufacturer: Contractor's choice
B. Material: Solid reinforced Plastic
C. Color: White
D. Type: Open front without Lid
E. Required Accessories:
1. Non-metallic Bumpers
2. Hinge Inserts molded integrally into Seat.
(Cont.)
SECTION 15 3200 15 3200-4
PLUMBING FIXTURES & FITTINGS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 15 3200-4
PART 2 - PRODUCTS
2.9 HOSE BIBBS
A. Manufacturer: Contractor's choice
B. Material: Cast Brass
C. Type: Non-freeze
D. Required Components: Adjustable Locknut, replaceable Nylon Seat, 3/4 inch diameter
standard Hose Outlet, and removable Handle.
E. Extent of Work: Provide if and where located on Drawings.
2.10 OTHER REQUIRED MATERIALS
A. Manufacturer: Contractor's choice
B. Type: Satisfy conditions of use
C. Quantity: Provide all required for complete and properly operational System.
2.11 STAINLESS STEEL SINK FABRICATION
A. Fabricate with rounded-corners and without seams.
B. Factory-prepare to receive scheduled Fittings.
C. Structurally reinforce where necessary.
D. Apply non-flaking Sound Deadening to underside surfaces of Stainless Steel Sinks.
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that Surfaces and Structures to receive Work specified herein are accurately sized
and located, sound, secure, true complete, and otherwise properly prepared.
B. Prior to starting Work, notify General Contractor about defects requiring correction.
C. Do not start Work until conditions are satisfactory.
3.2 PROTECTING WORK OF OTHER TRADES
A. Protect against damage and discoloration caused by Work of this Section.
SECTION 15 3200 15 3200-5
PLUMBING FIXTURES & FITTINGS
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 15 3200-5
PART 3 - EXECUTION
3.3 FIXTURE INSTALLATION
A. Follow Manufacturer's instructions, and Regulatory Agency requirements.
B. Set level and in true alignment.
C. Secure to Building Structure or Metal Supports so that no strain is transmitted to Piping.
D. When installing Fixtures, do not destroy integrity of Building Fire-blocking.
E. Make contact-joints with Walls and Floors watertight.
F. Securely attach to Supply and Waste Piping.
G. Install Supply Lines and Fittings to prevent backflow.
H. Provide easy access for cleaning, maintenance, and repairing.
I. Unless otherwise shown or approved, run Fixture Piping to nearest Wall and cover joint
with Escutcheon.
J. Provide Sealant between Fixture and Fittings and make Joint watertight.
3.4 ALLOWABLE INSTALLATION TOLERANCES
A. Fixture Locations: Within 1/4 inch of position shown on Drawings.
3.5 ADJUSTMENTS
A. Adjust Moving Parts to operate satisfactorily at time of Project Substantial Completion
and during Warranty Period.
3.6 PROTECTING COMPLETED WORK
A. Protect against displacement and intrusion by Foreign Matter.
3.7 WASTE MANAGEMENT
A. In accordance with Section 01 7419, collect Shipping Pallets, Metal Strapping,
& Packaging Waste; and place where directed for recycling.
3.8 PRODUCT CLEANING & REPAIRING
A. Including Work of other Trades, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by Work of this Section.
B. Remove Debris from Project Site upon Work completion, or sooner if directed.
END OF SECTION
SECTION 15 3250 15 3250-1
DISINFECTING WATER SUPPLY SYSTEM
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 15 3250-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Water Supply Systems: Sections 15 3100
B. Plumbing Fixtures & Fittings: Section 15 3200
1.3 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.4 DEFINITIONS
A. Disinfectant Residual means the quantity of Disinfectant in treated water.
B. pH Factor means the measure of alkalinity and acidity in water.
C. ppm means parts per million.
1.5 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
(Cont.)
SECTION 15 3250 15 3250-2
DISINFECTING WATER SUPPLY SYSTEM
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 15 3250-2
PART 1 - GENERAL
1.6 SUBMITTALS
A. In accordance with Section 01 3000, submit 2 copies of the following for Architect's
review and acceptance:
1. Water Treatment Contractor's evidence of certification
2. Bacteriological Laboratory's evidence of certification
B. Following Architect's review and acceptance, submit in accordance with Section 01-83-
00, the following to General Contractor for inclusion in Owner's Maintenance Manual:
1. Disinfection Report:
a. Include the following:
1. Date issued
2. Project name and location
3. Treatment Contractor's name, address, and phone number.
4. Type and form of Disinfectant used
5. Time and date of Disinfectant injection start
6. Time and date of Disinfectant injection completion
7. Test Locations
8. Initial and 24 hour Disinfectant Residuals in ppm for each Outlet tested
9. Time and date of flushing start
10. Time and date of flushing completion
11. Disinfectant Residual after flushing in ppm for each Outlet tested
2. Bacteriological Report:
a. Include the following:
1. Date issued
2. Project name and location
3. Laboratory's name, certification number, address, and phone number.
4. Time and date of water sample collection
5. Name of person collecting samples
6. Test locations
7. Time and date of laboratory test start
8. Coliform bacteria test results for each Outlet tested
9. Certification that water conforms or fails to conform to bacterial
standards of Federal Safe Drinking Water Act
10. Bacteriologist’s signature
1.7 PERSONNEL QUALIFICATIONS
A. Water Treater: Certified in Disinfection by the Water Quality Association;
477 East Butterfield Road; Lombard, IL 60148.
B. Bacteriological Laboratory: Certified by State of Washington to be in compliance
with the U.S. Safe Drinking Water Act.
SECTION 15 3250 15 3250-3
DISINFECTING WATER SUPPLY SYSTEM
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 15 3250-3
PART 1 - GENERAL
1.8 REGULATORY AGENCY REQUIREMENTS
A. Comply with requirements of State of Washington.
1.9 PRODUCT DELIVERY, STORAGE, & HANDLING
A. Protect against damage and discoloration.
B. Maintain caution labels on hazardous materials.
C. Maintain Storage Room dry and with temperatures as uniform as possible
between 60ºF and 80ºF.
D. Do not store Caustic Soda directly on Floor colder than 55ºF.
PART 2 - PRODUCTS
2.1 DISINFECTANT
A. Material: Free chlorine
B. Type: Liquid, powder, tablet, or gas.
2.2 ALKALI
A. Material: Caustic Soda or Soda Ash.
2.3 ACID
A. Type: Hydrochloric
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Prior to starting Work, verify that Domestic Water System is completed and clean.
B. Prior to starting Work, notify General Contractor about defects requiring correction.
C. Do not start Work until conditions are satisfactory.
SECTION 15 3250 15 3250-4
DISINFECTING WATER SUPPLY SYSTEM
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 15 3250-4
PART 3 - EXECUTION
3.2 PROTECTING WORK OF OTHER SECTIONS
A. Provide necessary Signs, Barricades, and Notices to prevent any person from accidentally
consuming Water or disturbing System during treatment.
B. Protect against damage and discoloration caused by Work of this Section.
3.3 PREPARATION OF WATER FOR TREATMENT
A. Verify pH factor of Water to be treated.
B. If pH factor is less than 7.2, introduce sufficient Alkali during Disinfectant injection.
C. If pH factor is greater than 7.6, introduce sufficient Acid during Disinfectant injection.
3.4 SYSTEM TREATMENT
A. Inject Disinfectant throughout System to obtain 50 to 80 ppm residual.
B. Starting at Outlet closest to Water sources, bleed Water from each Outlet until Water
produces odor of Disinfectant. Repeat process at each Outlet throughout System.
C. Test for Disinfectant Residual at each of the following locations:
1. Ends of Piping runs.
2. Remote Outlets.
3. Tanks.
4. At least 15% of Outlets where directed by Architect, but in no case less than 2 Outlets.
D. Maintain Disinfectant in System for 24 hours.
E. If Disinfectant Residual is less than 25 ppm, repeat System Treatment.
3.5 FLUSHING
A. Remove Disinfectant from System. Permit no more Disinfectant than residual rate of
Incoming Water or 1.0 ppm, whichever is greater.
(Cont.)
SECTION 15 3250 15 3250-5
DISINFECTING WATER SUPPLY SYSTEM
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 15 3250-5
PART 3 - EXECUTION
3.6 BACTERIOLOGICAL TEST
A. Instruct Bacteriological Laboratory to take Water Samples no sooner than 24 hours after
flushing System.
B. Take Water Samples at each of the following locations:
1. Where Water enters System.
2. Ends of Piping runs.
3. Remote Outlets.
4. Tanks.
5. At least 10% of Outlets other than those used for testing Disinfectant Residual,
where directed by Architect, but in no case less than 2 Outlets.
C. Analyze Water Samples in accordance with Standard Methods for the Examination of Water
& Waste Water; published by American Water Works Assoc.; 6666 W. Quincy Ave.;
Denver, CO 80235.
D. If Bacteriological Test proves Water quality to be unacceptable, repeat System Treatment.
3.7 PRODUCT CLEANING & REPAIRING
A. Including Work of other Trades, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by Work of this Section.
B. Remove Debris from Project Site upon Work completion, or sooner if directed.
END OF SECTION
SECTION 15 6000 15 6000-1
PIPE INSULATION
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 15 6000-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1, bound
herewith, in addition to this Specification and accompanying Drawings.
1.2 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Water Piping System: Section 15 3100
1.3 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this Section.
1.4 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
1.5 REGULATORY AGENCY REQUIREMENTS
A. Follow Code requirements if more rigid than those specified herein.
1.6 PRODUCT DELIVERY, STORAGE, & HANDLING
A. Protect against damage and discoloration.
B. Store packaged materials in Manufacturer's original containers with legible labels intact.
1.7 VENTILATION
A. If and when using toxic or noxious Adhesives provide sufficient ventilation for healthy
and pleasant environment for Building Occupants.
1.8 FIELD MEASUREMENTS
A. System layout on Drawings is diagrammatic and may not be exact.
B. Verify prior to fabrication.
C. If field measurements differ slightly from Drawing dimensions modify Work as required
for accurate fit. If measurements differ substantially, notify Architect prior to fabrication.
SECTION 15 6000 15 6000-2
PIPE INSULATION
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 15 6000-2
PART 1 - GENERAL
1.9 ADVANCE NOTICES
A. Notify Architect and Governing Authorities at least 24 hours prior to starting Work of
this Section so Pipe inspections can be made.
PART 2 - PRODUCTS
2.1 PIPE INSULATION
A. Manufacturer & Brand: Contractor's choice
B. Type: Satisfy conditions of use.
C. Material: Preformed Cellular Glass
D. Maximum ASTM E-84 Values:
1. Flame Spread: 25
2. Smoke Development: 50
3. Fire Retardant (by weight): 0.1%
E. Minimum Thickness: 1 inch
F. Jacket: Manufacturer's standard
G. Vapor Barrier: Provide on Cold Water Piping.
H. Extent of Work: Provide at all new above-grade Water Piping.
2.2 PIPE VALVE & FITTING INSULATION
A. Manufacturer & Brand: Contractor's choice
B. Type: Satisfy conditions of use.
C. Thermal Insulating Value: Match Pipe Insulation
2.3 OTHER REQUIRED MATERIALS
A. Manufacturer: Contractor's choice
B. Type: Satisfy conditions of use.
(Cont.)
SECTION 15 6000 15 6000-3
PIPE INSULATION
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 15 6000-3
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that Surfaces and Structure to receive Work specified herein are accurately sized
and located, sound, secure, true, complete, and otherwise properly prepared.
B. Prior to starting Work, notify General Contractor about defects requiring correction.
C. Do not start Work until conditions are satisfactory.
3.2 PROTECTING WORK OF OTHER SECTIONS
A. Protect against damage and discoloration caused by Work of this Section.
3.3 APPLICATION
A. Follow Manufacturer's instructions, and Regulatory Agency requirements.
B. Continue Insulation through openings in Walls, Ceilings, Floors, and Sleeves.
C. Firmly butt Insulation joints together.
D. Seal Jacket laps on top or back where least noticeable.
E. At 1 inch diameter and larger Pipe provide 12 inch long Extruded Polystyrene Section
at Pipe Supports; match adjacent Pipe Insulation thickness.
F. Secure Insulation with 20 ga. Galvanized Steel Wires 12 inches apart, maximum.
3.4 WASTE MANAGEMENT
A. In accordance with Section 01 7419, collect Shipping Pallets, Metal Strapping,
& Packaging Waste; and place where directed for recycling.
3.5 PRODUCT CLEANING & REPAIRING
A. Including Work of other Trades, clean, repair and touch-up, or replace when directed,
Products which have been soiled, discolored, or damaged by Work of this Section.
B. Remove Debris from Project Site upon Work completion, or sooner if directed.
END OF SECTION
SECTION 16 1000 16 1000-1
ELECTRICAL
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 16 1000-1
PART 1 - GENERAL
1.1 CONTRACT CONDITIONS
A. Work of this Section is bound by the Contract Conditions and Division 1,
bound herewith, in addition to this Specification and accompanying Drawings.
1.2 EXTENT OF WORK
A. In accordance with Drawings and Specifications; and in compliance with
governing Laws, Regulations, Codes, and Ordinances; design, engineer,
furnish, and install Electrical System including Power, and Lighting.
1.3 WORK INCLUDED, BUT SPECIFIED ELSEWHERE
A. NA
1.4 ALTERNATES
A. Refer to Procurement Requirements for possible effect upon Work of this
Section.
1.5 COORDINATION
A. Coordinate with other Trades affecting or affected by Work of this Section.
B. Consult General Construction Drawings for Building framing, Door swings, Counter
heights, and other Work affecting Electrical Rough-in locations and routing.
1.6 REQUIRED SUBMITTALS
A. Submit similar to Shop Drawings, all at one time, and as specified in Section 01-3300.
B. Include picture and detailed information about the following:
1. Automatic Light Control System Equipment
2. Lighting Fixtures
3. Exhaust Fans
1.7 OPERATING & MAINTENANCE INSTRUCTIONS
A. Submit for Electrical Equipment requiring operating instructions or maintenance.
B. Deliver to General Contractor for inclusion in Owner's Maintenance Manual
as specified in Section 01 7300.
SECTION 16 1000 16 1000-2
ELECTRICAL
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 16 1000-2
PART 1 - GENERAL
1.8 RECORD DOCUMENTS
A. Submit in accordance with requirements Specified in Section 01 3000.
1.9 REGULATORY AGENCY REQUIREMENTS
A. Obtain and pay for Permits and Inspections required by Governing Agencies
and Utility Companies.
B. Comply with governing requirements of Building Code, Electrical Code, UL,
NFPA, NEMA, ADA, and OSHA.
C. The existing Structure was constructed prior to 1978, therefore comply with
Federal Lead Dust Removal Law requirements, including the following:
1. Provide HEPA Filter equipped Vacuums and other necessary Dust-
removal Tools
2. Upon Work completion issue Law-compliance Certificate to Owner.
1.10 PRODUCT DELIVERY, STORAGE, & HANDLING
A. Protect against damage and discoloration.
1.11 FIELD MEASUREMENTS
A. System layout on Drawings, including Existing Power location, is diagrammatic
and may not be exact.
B. Verify prior to fabrication.
C. If field measurements differ slightly from Drawing dimensions modify Work as
required for accurate fit. If measurements differ substantially, notify Architect
prior to fabrication.
1.12 ADVANCE NOTICES
A. Notify Architect and Governing Authorities at least 24 hours prior to covering
over Work of this Section so inspections can be made.
(Cont.)
SECTION 16 1000 16 1000-3
ELECTRICAL
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 16 1000-3
PART 1 - GENERAL
1.13 SPECIAL WARRANTY
A. Warranty Period from date of Project Substantial Completion:
1. Incandescent Lamps: 60 days
2. Compact Fluorescent Lamps, if any: 2 years
3. LED Lamps, if any: 2 years
4. All other Work: See Contract Conditions
PART 2 - PRODUCTS
2.1 UNDERGROUND CONDUIT BEDDING & BACKFILLING MATERIALS, if any
A. NA
2.2 CONDUIT
A. Rigid Steel Conduit:
1. Manufacturer: Contractor's choice
2. Material: Hot-dipped Galvanized Steel Pipe
3. Connectors: Threaded
4. Required Locations:
a. If and where Conductor is subject to damage
b. If and where Conductor is run in Concrete
c. If and where Conductor is run underground below Concrete Slab
d. If and where Conductor is exposed to view on Building exterior
B. Electrical Metallic Tubing (EMT):
1. Manufacturer: Contractor's choice
2. Material: Hot-dipped Galvanized Steel Pipe
3. Connectors: Rain-tight type
C. MC Cable (for interior use only)
1. Manufacturer: Contractor’s choice
2.3 WALL SWITCHES
A. Manufacturer: Contractor's choice
B. Grade: Specification
C. Type: Lifetime quiet
D. Operation: Toggle
E. Color: See Finish Schedule on Drawings
SECTION 16 1000 16 1000-4
ELECTRICAL
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 16 1000-4
PART 2 - PRODUCTS
2.4 CONVENIENCE OUTLETS
A. Manufacturer: Contractor's choice
B. Grade: Specification
C. Color: See Finish Schedule on Drawings
D. Ground Fault Interrupters: Provide in Break Room and Shower Area Outlets
and in any new Exterior Outlets.
2.5 COVER PLATES
A. Manufacturer: Contractor's choice
B. Type Where Exposed To Moisture: Waterproof
C. Material: Plastic
D. Color: Match adjacent Switches & Outlets
2.6 LIGHTING FIXTURES
A. Manufacturer & Type: See Lighting Fixture Schedule. Other Manufacturers may
submit Substitution Approval Requests in accordance with Section 01-6000.
B. Accessories: Provide all necessary for complete installation, including new Lamps.
2.7 LAMPS
A. Manufacturer: Contractor's choice
B. Wattage: Match maximum amount recommended by Lighting Fixture Manufacturer,
unless smaller amount specified in Lighting Fixture Schedule.
2.8 AUTOMATIC LIGHT CONTROLER SYSTEM
A. Manufacturer: Contractor's choice
B. Photocells: Adjustable and weatherproof
C. Automatic Controllers:
1. Type: Factory-wired
2. Clock Capacity: 7 days
3. Required Accessory: 24 hr. Battery backup
D. Test Switches: As required to verify System operation during daylight conditions
E. Extent of Work: Provide complete system to automatically control new and
existing Exterior Lighting from dusk-to-dawn.
SECTION 16 1000 16 1000-5
ELECTRICAL
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 16 1000-5
PART 2 - PRODUCTS
2.9 AIR-EXHAUST FANS
A. Manufacturer & Model: See Lighting Fixture Schedule.
B. Required Accessories: Switches, Wiring, etc., necessary for complete and
properly operating Fan System.
C. Provide for Air Exhaust in Break Room, Rest Room, and Shower Areas.
2.10 SMOKE DETECTORS
A. Manufacturer: Contractor's choice
B. Type: Combination Photo-electric, Ionization, & Carbon Monoxide detection
C. Performance Requirements: Sound Alarm when activated by Smoke, Particles
of Combustion, or Carbon Monoxide.
D. Power: Hard-wired with back-up Battery
E. Extent of Work: Replace existing Detectors and provide where new Detectors
are located on Drawings.
2.11 OTHER REQUIRED MATERIAL
A. Manufacturer: Contractor's choice
B. Type: Satisfy conditions of use
C. Quantity: Provide all required for complete and properly operating System.
PART 3 - EXECUTION
3.1 EXISTING CONDITIONS
A. Verify that Surfaces and Structure to receive Work specified herein are
accurately sized and located, sound, secure, true, complete, and otherwise
properly prepared.
B. Prior to starting Work, notify General Contractor about defects requiring correction.
C. Do not start Work until conditions are satisfactory.
(Cont.)
SECTION 16 1000 16 1000-6
ELECTRICAL
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 16 1000-6
PART 3 - EXECUTION
3.2 PROTECTING OTHER WORK
A. Existing Utilities:
1. Any existing Utilities shown on Drawings are located according to
best available information, but accuracy is not guaranteed.
2. Protect Active Lines encountered.
3. Repair or replace Active Lines damaged by Work of this Section.
4. Remove inactive or abandoned Lines.
B. Work of Other Sections:
1. Protect against damage and discoloration caused by Work of this Section.
3.3 UNDERGROUND CONDUIT TRENCHING, BEDDING, & BACKFILLING
A. NA
3.4 EQUIPMENT CONNECTIONS
A. Furnish and install Wiring and Connections to electric-powered Equipment,
including that specified in Division 15.
3.5 SWITCH INSTALLATION
A. Unless otherwise shown on Drawings, locate as close to Door Jamb as
possible; if more than one, arrange in row.
B. Do not position back-to-back in Walls.
3.6 AUTOMATIC LIGHT CONTROLLER INSTALLATION
A. Face any roof-mounted Photocells toward North; face others toward available light.
B. Verify Owner's timing schedule and set Controller accordingly.
3.7 MOUNTING HEIGHTS
A. Mounting heights above Floor, unless otherwise shown on Drawings:
1. Switches: 48 inches
2. Power Receptacles:
a. Above Countertops: 48 inches (mount horizontally)
SECTION 16 1000 16 1000-7
ELECTRICAL
RENTON MUNICIPAL AIRPORT BLDG. 243 REMODEL 16 1000-7
b. Elsewhere: Match existing
PART 3 - EXECUTION
3.8 ALLOWABLE INSTALLATION TOLERANCES
A. Locate Fixtures and Outlets within 1/2 inch of locations indicated
on General Construction Drawings.
3.9 ADJUSTMENTS
A. Make necessary adjustments to align Fixtures, Switches, Outlets, etc.
3.10 PROTECTING COMPLETED WORK
A. Protect against displacement and intrusion by foreign matter.
3.11 WASTE MANAGEMENT
A. In accordance with Section 01 7419, collect Shipping Pallets, Metal Strapping,
& Packaging Waste; and place where directed for recycling.
3.12 PRODUCT CLEANING & REPAIRING
A. Including Work of other Trades, clean, repair and touch-up, or replace when
directed, Products which have been soiled, discolored, or damaged by Work
of this Section.
B. Remove Debris from Project Site upon Work completion, or sooner if directed.
END OF SECTION