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Statement of Work
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SCHEDULE OF ITEMS 01 02 30 – Page 1
SECTION 01 02 30
SCHEDULE OF ITEMS
PART 1 GENERAL
1.01 RELATED REQUIREMENTS SPECIFIED IN OTHER SECTIONS
A. Payment Procedures.
B. Change Order Procedures
1.02 SCHEDULE HEADINGS
A. As a basis for computing progress payment values, separately list installed value of each of the following:
1. Each major work item.
2. Each subcontracted work item. For each subcontract, list products and operations of that subcontract as separate line items.
3. Any products to be stored, for which separate payments will be requested with copy of invoice for materials.
B. Include directly proportional amount of Contractor’s overhead and profit in each component listing.
C. Round off values to nearest dollar.
END OF SECTION 01 02 30
BUILDING DEMOLITION 02 22 21 – Page 2
SECTION 02 22 21
BUILDING DEMOLITION
PART 1 - GENERAL
SUMMARY
A. This Section includes demolition and removal of the following:
1. Exterior building components including doors, windows, and trim as shown on plans.
QUALITY ASSURANCE
B. Regulatory Requirements Comply with hauling and disposal regulations of authorities having jurisdiction.
C. Standards: Comply with ANSI A10.6 and NFPA 241.
PROJECT CONDITIONS
D. Student will occupy the dorm rooms where windows will be removed. Doors to be removed are exterior doors.
E. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work.
F. Storage or sale of removed items or materials on-site is not permitted.
G. Salvage or recycling of removed materials is permitted and encouraged.
COORDINATION
H. Arrange demolition schedule so as not to interfere with the Government’s on-site operations.
PART 2 - EXECUTION
EXAMINATION
A. Survey existing conditions and correlate with requirements indicated to determine extent of building demolition required.
BUILDING DEMOLITION 02 22 21 – Page 3
B. When unanticipated mechanical, electrical, or structural elements are encountered, investigate and measure the nature and extent of the element. Promptly submit a written report to CO.
PROTECTION
C. Existing Facilities: Protect adjacent walkways, loading areas, building entries, and other building facilities during demolition operations.
D. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during demolition. When permitted by CO, items may be removed to a suitable, protected storage location during demolition and reinstalled in their original locations after demolition operations are complete.
E. Existing Utilities: Maintain utility services indicated to remain and protect them against damage during demolition operations.
1. Do not interrupt existing utilities serving adjacent occupied or operating facilities unless authorized in writing by CO and authorities having jurisdiction.
DEMOLITION, GENERAL
F. General: Demolish items indicated on the drawings. Use methods required to complete the Work within limitations of governing regulations and as follows:
1. Do not use cutting torches will not be permitted.
2. Locate building demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.
G. Site Access and Temporary Controls: Conduct building demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.
1. Do not close or obstruct streets, walks, walkways, or other adjacent occupied or used facilities without permission from CO and authorities having jurisdiction.
REPAIRS
H. General: Promptly repair damage to adjacent construction caused by building demolition operations.
I. Where repairs to existing surfaces are required, patch to produce surfaces suitable for new materials.
J. Restore exposed finishes of patched areas and extend restoration into adjoining construction in a manner that eliminates evidence of patching and refinishing.
BUILDING DEMOLITION 02 22 21 – Page 4
DISPOSAL OF DEMOLISHED MATERIALS
K. General: Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain Government property, remove demolished materials from
Project site and legally dispose of them in an EPA-approved landfill.
1. Do not allow demolished materials to accumulate on-site.
2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.
L. Burning: Do not burn demolished materials.
M. Disposal: Transport demolished materials off Government property and legally disposes of them.
CLEANING
N. Clean adjacent structures and improvements of dust, dirt, and debris caused by building demolition operations. Return adjacent areas to condition existing before building demolition operations began.
END OF SECTION 02 22 21
MILLWORK 06 22 00 Page - 5
SECTION 06 22 00
MILLWORK
1. PART 1 - GENERAL
1.01 SUMMARY
A. This section specifies millwork.
1.02 RELATED SECTIONS
1.03 QUALITY ASSURANCE
A. Furnish materials complying with the following:
1. Softwood Lumber.
a. Graded in accordance with the latest edition of “Dressing and Grading
Rules, No. 16, Standard Grading Rules, No. 17,” WCLIB, or " Western
Lumber Grading Rules" WWPA. Furnish lumber bearing a recognized grading bureau mark or a "Certificate of Grade.”
1.04 DELIVERY, STORAGE, AND HANDLING
A. Protect finish material from the weather during transit and storage.
2. PART 2 - PRODUCTS
2.01 MATERIALS
A. Lumber grades specified below are taken from " Standard Grading Rules, No. 17."
Equal grades from "Western Lumber Grading Rules" are acceptable.
B. Exterior Trim.
1. Window Trim, 1x4.
a. Match existing trim texture and paint.
3. PART 3 - EXECUTION
3.01 INSTALLATION
A. Set trim, casing, and other exposed woodwork with countersunk finish nails in sizes and quantity to conform with good practice, and applicable codes. Use hot-dip galvanized nails where exposed to the weather.
B. Miter and nail trim at corners, unless shown otherwise. Draw all items tight against adjacent surfaces. Fill nail holes in surfaced material and sand before painting.
C. Install trim for windows in single lengths.
4. PART 4 - MEASUREMENT AND PAYMENT (NOT USED)
0END OF SECTION 06 22 00
JOINT SEALANTS 07 92 00 – Page 1
SECTION 07 92 00
JOINT SEALANTS
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
ASTM INTERNATIONAL (ASTM)
ASTM C 1311 (2002) Standard Specification for Solvent Release Agents
ASTM C 509 (2006) Elastomeric Cellular Preformed Gasket and Sealing
Material
ASTM C 734 (2006) Low-Temperature Flexibility of Latex Sealants After
Artificial Weathering
ASTM C 834 (2005) Latex Sealants
ASTM C 919 (2002) Use of Sealants in Acoustical Applications
ASTM C 920 (2005) Elastomeric Joint Sealants
ASTM D 1056 (2000) Flexible Cellular Materials - Sponge or Expanded Rubber
ASTM D 1667 (2005) Flexible Cellular Materials - Poly (Vinyl Chloride) Foam
(Closed-Cell)
ASTM D 2452 (2003) Standard Test Method for Extrudability of Oil- and Resin-
Base Caulking Compounds
ASTM D 2453 (2003) Standard Test Method for Shrinkage and Tenacity of Oil-and Resin-Base Caulking Compounds
ASTM E 84 (2007) Standard Test Method for Surface Burning Characteristics of Building Materials
1.2 SUBMITTALS
Product Data
Sealants
JOINT SEALANTS 07 92 00 – Page 2
Primers
Bond breakers
Manufacturer's descriptive data including storage requirements, shelf life, curing time, instructions for mixing and application, and primer data (if required). Provide a copy of the
Material Safety Data Sheet for each solvent, primer or sealant material.
Certificates
1.3 ENVIRONMENTAL CONDITIONS
Apply sealant when the ambient temperature is between 40 and 90 degrees F.
1.4 DELIVERY AND STORAGE
Deliver materials to the job site in unopened manufacturers' external shipping containers, with brand names, date of manufacture, color, and material designation clearly marked thereon. Label elastomeric sealant containers to identify type, class, grade, and use. Carefully handle and store materials to prevent inclusion of foreign materials or subjection to sustained temperatures exceeding 90 degrees F or less than 0 degrees F.
1.5 QUALITY ASSURANCE
1.5.1 Compatibility with Substrate
Verify that each of the sealants are compatible for use with joint substrates.
1.5.2 Joint Tolerance
Provide joint tolerances in accordance with manufacturer's printed instructions.
1.6 SPECIAL WARRANTY
Guarantee sealant joint against failure of sealant and against water penetration through each sealed joint for five years.
PART 2 PRODUCTS
2.1 SEALANTS
Provide sealant that has been tested and found suitable for the substrates to which it will be applied.
2.1.1 Interior Sealant
JOINT SEALANTS 07 92 00 – Page 3
Provide ASTM C 920, Type S or M, Grade NS, Class 12.5, Use NT. Location(s) and color(s) of sealant for the following:
LOCATION COLOR
a. Small voids between walls or partitions and White door frames and similar items.
b. Joints of partitions which adjoin columns, As Selected pilasters, and exterior walls unless otherwise detailed.
c. Joints between edge members for acoustical White tile and adjoining vertical surfaces.
d. Interior locations, not otherwise indicated As Selected or specified, where small voids exist between materials specified to be painted.
2.1.2 Exterior Sealant
For joints in vertical surfaces, provide ASTM C 920, Type S or M, Grade NS, Class 25, Use NT.
For joints in horizontal surfaces, provide ASTM C 920, Type S or M, Grade P, Class 25, Use T.
Provide location(s) and color(s) of sealant as follows:
a. Joints and recesses formed where frames Match adjacent and subsills of windows and doors. Use surface color sealant at both exterior and interior surfaces As selected of exterior wall penatrations.
b. Voids where items pass through exterior As selected walls.
c. Metal-to-metal joints where sealant is As selected indicated or specified.
2.1.3 Floor Joint Sealant
ASTM C 920, Type S or M, Grade P, Class 25, Use T. Provide location(s) and color(s) of sealant as follows:
JOINT SEALANTS 07 92 00 – Page 4
a. Seats of metal thresholds for exterior doors Gray
2.1.4 Acoustical Sealant
Rubber or polymer-based acoustical sealant conforming to ASTM C 919 must have a flame spread of 25 or less and a smoke developed rating of 50 or less when tested in accordance with
ASTM E 84. Acoustical sealant must have a consistency of 250 to 310 when tested in accordance with ASTM D 217, and must remain flexible and adhesive after 500 hours of accelerated weathering as specified in ASTM C 734, and must be non-staining.
2.1.5 Preformed Sealant
Provide preformed sealant of polybutylene or isoprene-butylene based pressure sensitive weather resistant tape or bead sealant capable of sealing out moisture, air and dust when installed as recommended by the manufacturer. At temperatures from minus 30 to plus 160 degrees F, the sealant must be non-bleeding and no loss of adhesion.
2.2 PRIMERS
Provide a nonstaining, quick-drying type and consistency recommended by the sealant manufacturer for the particular application.
2.3 BOND BREAKERS
Provide the type and consistency recommended by the sealant manufacturer to prevent adhesion of the sealant to backing or to bottom of the joint.
2.4 BACKSTOPS
Provide glass fiber roving or neoprene, butyl, polyurethane, or polyethylene foams free from oil or other staining elements as recommended by sealant manufacturer. Provide 25 to 33 percent oversized backing for closed cell and 40 to 50 percent oversized backing for open cell material, unless otherwise indicated. Make backstop material compatible with sealant. Do not use oakum and other types of absorptive materials as backstops.
2.4.1 Rubber
Conform to ASTM D 1056, Type 1, open cell, or Type 2, closed cell, Class A, round for cellular rubber sponge backing.
2.4.2 PVC
Conform to ASTM D 1667, Grade VO 12, open-cell foam, round for Polyvinyl chloride (PVC) backing.
JOINT SEALANTS 07 92 00 – Page 5
2.4.3 Synthetic Rubber
Conform to ASTM C 509, Option I , Type I preformed rods or tubes for Synthetic rubber backing.
2.4.4 Neoprene
Conform to ASTM D 1056, closed cell expanded neoprene cord Type 2, Class C, Grade 2C2 for
Neoprene backing.
2.5 CLEANING SOLVENTS
Provide type(s) recommended by the sealant manufacturer [except for aluminum and bronze surfaces that will be in contact with sealant].
PART 3 EXECUTION
3.1 SURFACE PREPARATION
Clean surfaces from dirt frost, moisture, grease, oil, wax, lacquer, paint, or other foreign matter that would tend to destroy or impair adhesion. Remove oil and grease with solvent. Surfaces must be wiped dry with clean cloths. When resealing an existing joint, remove existing calk or sealant prior to applying new sealant. For surface types not listed below, contact sealant manufacturer for specific recommendations.
3.1.3 Concrete and Masonry Surfaces
Where surfaces have been treated with curing compounds, oil, or other such materials, remove materials by sandblasting or wire brushing. Laitance, remove efflorescence and loose mortar from the joint cavity.
3.1.4 Wood Surfaces
Keep wood surfaces to be in contact with sealants free of splinters and sawdust or other loose particles.
3.2 SEALANT PREPARATION
Do not add liquids, solvents, or powders to the sealant. Mix multicomponent elastomeric sealants in accordance with manufacturer's instructions.
3.3 APPLICATION
3.3.1 Joint Width-To-Depth Ratios
a. Acceptable Ratios:
JOINT SEALANTS 07 92 00 – Page 6
JOINT WIDTH JOINT DEPTH
Minimum Maximum
For metal, glass, or other nonporous surfaces:
1/4 inch (minimum) 1/4 inch 1/4 inch over 1/4 inch 1/2 of Equal to width width
For wood, concrete or masonry:
1/4 inch (minimum) 1/4 inch 1/4 inch
Over 1/4 inch to 1/2 inch 1/4 inch Equal to width
Over 1/2 inch to 2 inch 1/2 inch 5/8 inch
Over 2 inch. (As recommended by sealant manufacturer)
b. Unacceptable Ratios: Where joints of acceptable width-to-depth ratios have not been provided, clean out joints to acceptable depths and grind or cut to acceptable widths without damage to the adjoining work. Grinding is not required on metal surfaces.
3.3.2 Masking Tape
Place masking tape on the finish surface on one or both sides of a joint cavity to protect adjacent finish surfaces from primer or sealant smears. Remove masking tape within 10 minutes after joint has been filled and tooled.
3.3.3 Backstops
Install backstops dry and free of tears or holes. Tightly pack the back or bottom of joint cavities with backstop material to provide a joint of the depth specified. Install backstops in the following locations:
a. Where indicated.
b. Where backstop is not indicated but joint cavities exceed the acceptable maximum depths specified in paragraph entitled, "Joint Width-to-Depth Ratios".
3.3.4 Primer
Immediately prior to application of the sealant, clean out loose particles from joints. Where recommended by sealant manufacturer, apply primer to joints in concrete masonry units, wood, and other porous surfaces in accordance with sealant manufacturer's instructions. Do not apply primer to exposed finish surfaces.
JOINT SEALANTS 07 92 00 – Page 7
3.3.5 Bond Breaker
Provide bond breakers to the back or bottom of joint cavities, as recommended by the sealant manufacturer for each type of joint and sealant used, to prevent sealant from adhering to these surfaces. Carefully apply the bond breaker to avoid contamination of adjoining surfaces or breaking bond with surfaces other than those covered by the bond breaker.
3.3.6 Sealants
Provide a sealant compatible with the material(s) to which it is applied. Do not use a sealant that has exceeded shelf life or has jelled and can not be discharged in a continuous flow from the gun.
Apply the sealant in accordance with the manufacturer's printed instructions with a gun having a nozzle that fits the joint width. Force sealant into joints to fill the joints solidly without air pockets. Tool sealant after application to ensure adhesion. Make sealant uniformly smooth and free of wrinkles. Upon completion of sealant application, roughen partially filled or unfilled joints, apply sealant, and tool smooth as specified. Apply sealer over the sealant when and as specified by the sealant manufacturer.
3.4 PROTECTION AND CLEANING
3.4.1 Protection
Protect areas adjacent to joints from sealant smears. Masking tape may be used for this purpose if removed 5 to 10 minutes after the joint is filled.
3.4.2 Final Cleaning
Upon completion of sealant application, remove remaining smears and stains and leave the work in a clean and neat condition.
a. Masonry and Other Porous Surfaces: Immediately scrape off fresh sealant that has been smeared on masonry and rub clean with a solvent as recommended by the sealant manufacturer.
Allow excess sealant to cure for 24 hour then remove by wire brushing or sanding.
b. Metal and Other Non-Porous Surfaces: Remove excess sealant with a solvent-moistened cloth.
End of Section 07 92 00
STEEL DOORS AND FRAMES 08 11 00 -Page 8
SECTION 08 11 00
STANDARD STEEL DOORS & FRAMES
1. PART 1 - GENERAL
1.1 SUMMARY
1 This section specifies Exterior Insulated metal doors and frames.
1.2 RELATED SECTIONS
1 08 71 00 - Hardware.
2. PART 2 - PRODUCTS
2.1 MATERIALS
1 Frames.
A. 16 gauge steel with 12 gauge steel reinforcement, ANSI/SDI-100.
2 Silencers.
A. Provide 3 rubber silencers per jamb.
3 Anchors.
A. 18 gauge steel, 3 per jamb.
4 Doors.
A. 18 gauge stretcher leveled steel. 18 gauge steel, interior ribs, or honeycomb or foam core. Top and bottom channels, 16 gauge steel, ANSI/SDI-100.
B. Provide 4”x24” standard vision lite.
3. PART 3 - EXECUTION
3.1 FABRICATION
1 Frames.
A. Provide concealed reinforcement for the type of hardware, and thickness and width of the door. Insure threshold meets ADA requirements.
2 Doors.
A. Construct of 2 steel plates with edges formed to the correct thickness of the door. Both door edges to be welded full length and ground smooth.
3 Finish.
A. Clean all metal surfaces of the doors and frames. Prime with 1 coat of the proper undercoating. Apply finish at the factory. Paint to match existing.
4 Weather Stripping.
A. Prepare doors for applicable weather stripping. Adjust to proper level so that weather stripping fits closely but does not bind door.
3.2 INSTALLATION
1 Install frames with heads level and maintain jamb plumb and square.
A. Doors shall be fitted to 3/32 inch clearance in frames, 3/16 inch over threshold.
STEEL DOORS AND FRAMES 08 11 00 -Page 9
4. PART 4 - MEASUREMENT AND PAYMENT (NOT USED)
END OF SECTION 08 11 00
08 41 20 - pg. 10
ALUMINUM ENTRANCE FRAME
SECTION 08 41 20
ALUMINUM ENTRANCE FRAMING
1.01 SECTION INCLUDES
A. Aluminum Entrance Framing
1.02 RELATED SECTIONS
A. Section 08 42 20 – Aluminum Entrance Doors
B. Section 07 90 00 – Joint Sealants
1.03 SUBMITTALS
A. Submit manufacturer’s published details, specifications and instructions. Include shop drawings with field demensions and conditions. Submit maintenance manual with cleaning recommendations and glass replacement instructions.
1.04 QUALITY ASSURANCE
A. Standards: Comply with current standards and recommendations by National
Association of Architectural Metal Manufacturers, Architectural Aluminum
Manufacturers Association, and Aluminum Association.
1.05 REGULATORY REQUIREMENTS
A. Design Loads: Entrance framing system shall meet wind load of 80 mph, Exposure
“B”, per UBC, with a maximum deflection of 1/175 of the span in either horizontal or vertical members.
2.01 APPROVED MANUFACTURERS
A. Kawneer Company, Inc.
B. Northrup Architectural systems.
C. Unted States Aluminum Corporation
D. General American Window Corporation
2.02 SYSTEM COMPONENTS
A. Framing: Framing extrusions 0.125 inch thick minimum. Glazing stops .062 inch minimum. 6063-T-5 extruded aluminum alloy.
B. Approved Appearance Framing Systems for Insulated Glazing
1. 2”x4-1/2”, “451T Thermo Framing System”, Shear Block System or Stud System
08 41 20 - pg. 11
ALUMINUM ENTRANCE FRAME
by Kawneer.
C. Finish: Architectural Class II Clear Anodic Coating conforming with Aluminum
Association Standard AA-M12C22 A31. Kawneer No. 17 Clear.
D. Reinforcing: Provide manufacturer’s standard steel reinforcing members concealed in aluminum framing section full height of section, at locations as required to meet the structural requirements of the span.
E. Sealants: Refer to section 07 90 00, Joint Sealants for manufacturer’s products and installation requirements.
3.01 INSTALLATION
A. Set unit plumb and level, accurately align and securely anchored. Set base in full bed of mastic sealant. Install clear sealant at exposed joints between framing system and adjacent materials.
3.02 A. Replace or touch up scratched or damaged components. Clean framing and remove excess sealant. All exposed fasteners shall match finish of framing systyem.
END OF SECTION 08 41 20
08 42 20 - Page 12 of 26
ALUMINUM ENTRANCE DOORS
SECTION 08 42 20
1.01 SECTION INCLUDES
A. Aluminum Entrance Doors and Hardware.
1.02 RELATED SECTIONS
A. Section 08 71 00 - Finish Hardware; Door Cylinders.
B. Section 07 90 00 – Joint Sealants.
C. Section 08 41 20 – Aluminum Entrance Framing.
1.03 SUBMITTALS
A. Submit shop drawings showing layout, connection details, sizes and locations of hardware and accessories.
B. Submit product data on materials, hardware, and accessories.
2.01 MATERIALS
A. Approved Manufacturers
1. Swing Type Doors.
a. Kawneer Company, Inc.
b. Northrup Architectural Systems.
c. United States Aluminum Corporation.
d. General American Window Corporation.
B. Aluminum: All aluminum shall be of 6063-TS extruded aluminum alloy.
C. Fasteners: All screws, miscellaneous fastening devices and internal components shall be of stainless steel, aluminum or plated or corrosion-resistant materials of sufficient strength to perform the functions for which they are used.
D. Glazing Beads: Shall be elastomeric gaskets.
E. Weatherstrips
1. Door Frames: Minimum .050” thick EPDM elastromeric extrusions set in aluminum extrusions integral with frame.
F. Door Hardware
1. Pair of single Acting Doors shall be furnished with stock hardware as follows:
2 each Top and Bottom Offset Pivots; match door finish.
2 each Surface mount overhead closers.
4 each “Push” and “Pull” Kawneer CO-15, #14 Clear Anodized.
2 each Floor Stops, Ives No. 455.
08 42 20 - Page 13 of 26
1 each Threshold, Kawneer, 4” wide centerhung.
2. Pair of single Acting Doors shall be furnished with stock hardware as follows:
2 each Top and Bottom Center Pivot; Match door finish.
1 each Deadlock, Adams-Rite MS 1852A x MS 4002-011.
2 each Surface mount overhead closer; Kawneer Husky.
2 each Pull, Kawneer CO-15, #14 Clear Anodized Finish.
2 each Exit Device: Kawneer Panic Guard Concealed Exit Device.
Match door finish.
G. INSULATING GLASS
A. Manufacturing Standard: SIGMA CBA.
B. Edge material: Sealant conforming to ASTM E-6-P3.
C. Minimum “U” value: 0.047
D. Glass layers: 2.
E. Air space: ½ inch.
F. Glass type: Interior, Float glass; Exterior, Float glass.
2.03 FABRICATION
A. Swinging Doors
1. Manufacturer: Aluminum swinging doors shall be Kawneer No. 350.
Medium Stile.
2. Materials: Sections shall be formed true to details with clean, straight, sharply defined profiles, and be free from defects impairing strength and durability.
3. Adjustments: Door leaf shall be equipped with adjustable mechanisim located in top rail near lock stile which will provide for minor clearance adjustments after installation.
4. Joints: Corner constructionshall consist of both sigma deep penetration weld and mechanical fastening.
5. Weathstripping: Door shall be weatherstripped on three sides with metal-backed pile cloth installed in the door and/or frame. A weather adjustable astragal with stainless steel backing shall be provided at the meeting stiles of a pair of doors.
6. Hardware: Hardware for aluminum entrances shall be installed in the door by the manufacturer. All cutouts, recesses, mortising, or milling operations required for hardware shall be accurately made and reinforced with backing plates as required to ensure adequatestrength of the connection. Door shall be accurately fitted to the frames.
7. Door Finish: Architechural Class II, Clear Anodic Coatingconforming with Aluminum Association Standard AA-M12C22A31. Kawneer
No. 17 Clear.
8. Hardware Finish: Match door finish, except where otherwise specified, and stainless steel.
9. Glazing: 1/4” insulated unit, clear laminated safety glass. Half lite, all doors, (similar to doors on adjacent Dorm #1327).
08 42 20 - Page 14 of 26
3.01 INSTALLATION
A. General
1. All items under this specification shall be set in their correct locations as shown in the details and shall be level, square, plumb and at proper elevations and in alignment with other work. Secure to structure as required.
2. All joints between exterior aluminum frames and steel shall be tightly caulked in order to secure a watertight seal. Joints shall be neatly pointed and excess material removed.
3.02 ADJUST AND CLEAN
A. Hardware: After erection and glazing, the Contractor shall check and readjust as required all items of operating hardwareon door installed under this section.
B. Protection: After erection, the Contractor shall protect exposed portions of the griod framing from damage by grinding and polishing machines, plaster, lime, acid,cement, or other harmful compounds.
C. Cleaning: The Contractor shall be responsible for removal of protective materials and cleaning with water and soap or household detergent.
End of Section 08 42 20
VINYL WINDOWS 08 53 00 – Page 15
SECTION 08 53 00
VINYL WINDOWS
1.1 General
A. Submittals
The Contractor, shall submit product information on the proposed windows and factory finish.
1.2 Product
A. Windows shall have these salient characteristics:
a. Minimum U-value of 0.44.
b. Glass type: clear insulated low-E glass.
c. Hardware: manufacturer's standard cam-type locks and roto operators with standard wool pile at head, jamb, and meeting stiles weatherstripping.
d. Horizontal Slider.
B. Components: Vinyl extrusions shall be high impact resistant, rigid, PVC, 0.080” thick and color shall be choosen by Contracting Officer.
C. Glazing: Manufacturer's standard vinyl channel for siding sash glazing, sealed insulated glass panels, insulated low-E Hard Coat glass with two
3/16 inch thick, select quality, clear tempered or float glass with 3/8 inch space.
D. Screen: Frame shall be manufacturer's standard tubular roll-formed aluminum and fiberglass screen shall have fiberglass mesh secured with vinyl screen spline or approved equal.
E. Meet all requirements in the International and Washington State Energy
Code.
1.3 Execution
A. Contractor shall verify sizes of all windows and the necessity of trim.
Intent is to match existing color.
B. Install the window frames in accordance with manufacturer's printed instructions making sure that shims are set on four sides, anchor sash to wood frame, and apply elastomeric sealant to window sash perimeter.
C. Each operating window shall have screens.
D. Wash windows inside and out.
END OF SECTION 08 53 00
DOOR HARDWARE 08 71 00 – Page 1
SECTION 08 71 00
DOOR HARDWARE
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.
ASTM INTERNATIONAL (ASTM)
ASTM E 283 (2004) Determining the Rate of Air Leakage Through Exterior
Windows, Curtain Walls, and Doors Under Specified Pressure
Differences Across the Specimen
ASTM F 883 (2004) Padlocks
BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)
BHMA A156.1 (2006) Butts and Hinges
BHMA A156.12 (2005) Interconnected Locks & Latches
BHMA A156.13 (2005) Mortise Locks & Latches, Series 1000
BHMA A156.16 (2002) Auxiliary Hardware
BHMA A156.17 (2004) Self Closing Hinges & Pivots
BHMA A156.18 (2006) Materials and Finishes
BHMA A156.2 (2003) Bored and Preassembled Locks and Latches
BHMA A156.21 (2006) Thresholds
BHMA A156.22 (2005) Door Gasketing and Edge Seal Systems
BHMA A156.5 (2001) Auxiliary Locks & Associated Products
BHMA A156.6 (2005) Architectural Door Trim
BHMA A156.7 (2003) Template Hinge Dimensions
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
DOOR HARDWARE 08 71 00 – Page 2
NFPA 101 (2005; Errata 2006; TIA 2006; TIA 2006) Life Safety Code
NFPA 80 (2006) Standard for Fire Doors and Other Opening Protectives
STEEL DOOR INSTITUTE (SDI/DOOR)
SDI/DOOR A250.8 (2003) Recommended Specification for Standard Steel Doors and
Frames
UNDERWRITERS LABORATORIES (UL)
UL 14C (2006) Swinging Hardware for Standard Tin-Clad Fire Doors
Mounted Singly and in Pairs
UL Bld Mat Dir (2006) Building Materials Directory
1.2 SUBMITTALS
Submit the following in accordance with DIVISION 1:
Shop Drawings
Hardware schedule
Keying system
Product Data
Hardware items
Manufacturer's Instructions
Installation
1.4 QUALITY ASSURANCE
1.4.1 Hardware Manufacturers and Modifications
Provide, as far as feasible, locks, hinges, and closers of one lock, hinge, or closer manufacturer's make. Modify hardware as necessary to provide features indicated or specified.
1.5 DELIVERY, STORAGE, AND HANDLING
DOOR HARDWARE 08 71 00 – Page 3
Deliver hardware in original individual containers, complete with necessary appurtenances including fasteners and instructions. Mark each individual container with item number as shown in hardware schedule.
2.1 TEMPLATE HARDWARE
Provide hardware to be applied or to prefinished doors manufactured to template. Promptly furnish template information or templates to door and frame manufacturers. Conform to BHMA
A156.7 for template hinges. Coordinate hardware items to prevent interference with other hardware.
2.2 HARDWARE ITEMS
Clearly and permanently mark with the manufacturer's name or trademark, hinges, pivots, locks, where the identifying mark will be visible after the item is installed.
2.3 Hinges
BHMA A156.1, 4-1/2 by 4-1/2 inch unless otherwise indicated. Construct loose pin hinges for exterior doors and reverse-bevel interior doors so that pins will be nonremovable when door is closed. Other antifriction bearing hinges may be provided in lieu of ball-bearing hinges.
2.4 Lever Handles
Provide lever handles in lieu of knobs.
2.5 Panic Hardware
Von Duprin 22EO Rim Touch Bar Exit Device – Exit Only, or Equal.
Von Duprin 230L Lever Trim, or Equal.
2.6 IC Core
Provide new lever handle that will accept an IC Core. Government will provide IC Cores and have them installed and keyed after final acceptance.
2.8 Door Stops and Silencers
BHMA A156.16. Silencers Type L03011. Provide three silencers for each single door.
2.9 Thresholds
BHMA A156.21. Use J35100, with vinyl or silicone rubber insert in face of stop, for exterior doors opening out, unless specified otherwise.
DOOR HARDWARE 08 71 00 – Page 4
2.10 Weather Stripping Gasketing
BHMA A156.22. Provide the type and function designation where specified in paragraph entitled "Hardware Schedule". Provide a set to include head and jamb seals, sweep strips, astragals. Air leakage of weather stripped doors not to exceed 1.25 cubic feet per minute of air per square foot of door area when tested in accordance with ASTM E 283. Provide weather stripping with one of the following:
211 Extruded Aluminum Retainers
Extruded aluminum retainers not less than 0.050 inch wall thickness with vinyl, neoprene, silicone rubber, or polyurethane inserts. Provide clear bronze anodized aluminum.
2.12 Special Tools
Provide special tools, such as spanner and socket wrenches and dogging keys, required to service and adjust hardware items.
2.13 FASTENERS
Provide fasteners of proper type, quality, size, quantity, and finish with hardware. Provide stainless steel or nonferrous metal fasteners that are exposed to weather. Provide fasteners of type necessary to accomplish a permanent installation.
2.14 FINISHES
BHMA A156.18. Provide hardware in BHMA 613 finish (oil rubbed bronze), unless specified otherwise. Match exposed parts of concealed closers to lock and door trim.
3.1 INSTALLATION
Install hardware in accordance with manufacturers' printed installation instructions. Fasten hardware to wood surfaces with full-threaded wood screws or sheet metal screws.
3.1.1 Weather Stripping Installation
Handle and install weather stripping to prevent damage. Provide full contact, weather-tight seals. Operate doors without binding.
3.1.1.1 Stop-Applied Weather Stripping
Fasten in place with color-matched sheet metal screws not more than 9 inches on center after doors and frames have been finish painted.
DOOR HARDWARE 08 71 00 – Page 5
3.1.2 Threshold Installation
Extend thresholds the full width of the opening and notch end for jamb stops. Set thresholds in a full bed of sealant and anchor to floor with cadmium-plated, countersunk, steel screws in expansion sleeves.
3.2 HARDWARE LOCATIONS
SDI/DOOR A250.8, unless indicated or specified otherwise.
3.3 FIELD QUALITY CONTROL
After installation, protect hardware from paint, stains, blemishes, and other damage until acceptance of work. Adjust hinges, locks, and other items to operate properly. Correct, repair, and finish, as directed, errors in cutting and fitting and damage to adjoining work.
3.4 HARDWARE SETS
Deliver Hardware templates and hardware, except field-applied hardware to the door and frame manufacturer for use in fabricating the doors and frames.
2815 1 – 1/2 PR Butts, 4.5x4.5
1 EA Panic Bar Exit Device, including exterior lever trim handle, (dull chrome to match exist.)
1 SET Jamb/Head Weather Stripping
1 EA Door Bottom with Weather Stripping
1 EA Closer, C02011, Aluminum
2814 1-1/2 PR Butts, 4.5x4.5
1 EA Panic Bar Exit Device, including exterior lever trim handle, (dull chrome to match exist.)
1 SET Jamb/Head Weather Stripping
1 EA Door Bottom with Weather Stripping
1 EA Closer, C02011, Aluminum
Provide for each door leaf.
HW-1 Specified in Section 08 42 20.
HW-2 Specified in Section 08 42 20.
DOOR HARDWARE 08 71 00 – Page 6
END OF SECTION 08 71 00
File details come from the government source that posted it. Updated .