HomeMy WebLinkAboutSelective Demo thru LGM framingCORNELL UNIVERSITY
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SECTION 02 41 19 - SELECTIVE STRUCTURE DEMOLITION
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, app1Y to this Section,
1.2 SUMMARY
A. Section Includes:
1. Demolition and removal of selected portions of building or structure.
2. Salvage of existing items to be reused or recycled.
B. Related Requirements:
1. Section 01 73 00 "Execution" for requirements for cutting and patching.
1.3 DEFINITIONS
A. Remove: Detach items from existing construction and legally dispose of them off-site unless
indicated to be removed and salvaged or removed and reinstalled.
B. Remove and Salvage: Carefully detach from existing construction, in a manner to prevent
damage, and deliver to Owner.
C. Remove and Reinstall: Detach items from existing construction, prepare for reuse, and reinstall
where indicated.
D. Existing to Remain: Existing items of construction that are not to be permanently removed and
that are not otherwise indicated to be removed, removed and salvaged, or removed and
reinstalled.
1.4 MATERIALS OWNERSHIP
A. Unless otherwise indicated, demolition waste becomes property of Contractor.
1.5 FIELD CONDITIONS
A. Owner will occupy portions of building immediately adjacent to selective demolition area.
Conduct selective demolition so Owner's operations will not be disrupted.
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B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as
far as practical.
C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding
with selective demolition.
D, . Hazardous Materials: It is not expected that hazardous materials will be encountered in the
Work.
1. Hazardous materials will be removed by Owner before start of the Work.
2. If suspected hazardous materials are encountered, do not disturb; immediately notify
Architect and Owner. Hazardous materials will be removed by Owner under a separate
contract.
E. Storage or sale of removed items or materials on-site is not permitted.
F. Utility Service: Maintain existing utilities indicated to remain in service and protect them
against damage during selective demolition operations.
1. Maintain fire -protection facilities in service during selective demolition operations.
PART 2 - PRODUCTS
2.1 PEFORMANCE REQUIREMENTS
A. Regulatory Requirements: Comply with governing EPA notification regulations before
beginning selective demolition. Comply with hauling and disposal regulations of authorities
having jurisdiction.
B. Standards: Comply with ANSI/ASSE A10.6 and NFPA 241.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verify that utilities in the area of demolition have been disconnected and capped before starting
selective demolition operations.
B. Survey existing conditions and correlate with requirements indicated to determine extent of
selective demolition required.
C. When unanticipated mechanical, electrical, or structural elements that conflict with intended
function or design are encountered, investigate and measure the nature and extent of conflict.
Promptly submit a written report to Architect.
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D. Perform an engineering survey of condition of building to determine whether removing any
element might result in structural deficiency or unplanned collapse of any portion of structure
or adjacent structures during selective building demolition operations.
I. Perform surveys as the Work progresses to detect hazards resulting from selective
demolition activities.
E. Survey of Existing Conditions: Record existing conditions by use of preconstruction
photographs.
1. Comply with requirements specified in Section 01 32 33 "Photographic Documentation."
3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS
A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and
protect them against damage.
1. Comply with requirements for existing services/systems interruptions specified in Section
01 10 00 "Summary."
3.3 PREPARATION
A. Site Access and Temporary Controls: Conduct selective demolition and debris -removal
operations to ensure minimum interference with roads, streets, walks, walkways, and other
adjacent occupied and used facilities.
Comply with requirements for access and protection specified in Section 01 50 00
"Temporary Facilities and Controls."
B. Temporary Facilities: Provide temporary barricades and other protection required to prevent
injury to people and damage to adjacent buildings and facilities to remain.
1. Provide protection to ensure safe passage of people around selective demolition area and
to and from occupied portions of building.
2. Provide temporary weather protection, during interval between selective demolition of
existing construction on exterior surfaces and new construction, to prevent water leakage
and damage to structure and interior areas.
3. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are
exposed during selective demolition operations.
4. Cover and protect furniture, furnishings, and equipment that have not been removed.
5. Comply with requirements for temporary enclosures, dust control, heating, and cooling
specified in Section 01 50 00 "Temporary Facilities and Controls."
3.4 SELECTIVE DEMOLITION, GENERAL
A. General: Demolish and remove existing construction only to the extent required by new
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construction and as indicated. Use methods required to complete the Work within limitations
of governing regulations and as follows:
1. Proceed with selective demolition systematically, from higher to Iower level.
2. Neatly cut openings and holes plumb, square, and true to dimensions required. Use
cutting methods least likely to damage construction to remain or adjoining construction.
Use hand tools or small power tools designed for sawing or grinding, not hammering and
chopping, to minimize disturbance of adjacent surfaces. Temporarily cover openings to
remain.
3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring
existing finished surfaces.
4. Do not use cutting torches.
5. Locate selective demolition equipment and remove debris and materials so as not to
impose excessive loads on supporting walls, floors, or framing.
6. Dispose of demolished items and materials promptly.
B. Removed and Salvaged Items:
1. Clean salvaged items.
2. Pack or crate items after cleaning. Identify contents of containers.
3. Store items in a secure area until delivery to Owner.
4. Transport items to Owner's storage area designated by Owner.
5. Protect items from damage during transport and storage.
C. Removed and Reinstalled Items:
1. Clean and repair items to functional condition adequate for intended reuse.
2. Pack or crate items after cleaning and repairing. Identify contents of containers.
3. Protect items from damage during transport and storage.
4. Reinstall items in locations indicated. Comply with installation requirements for new
materials and equipment. Provide connections, supports, and miscellaneous materials
necessary to make item functional for use indicated.
D. Existing Items to Remain: Protect construction indicated to remain against damage and soiling
during selective demolition. When permitted by Architect, items may be removed to a suitable,
protected storage location during selective demolition and cleaned and reinstalled in their
original locations after selective demolition operations are complete.
3.5 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS
A. Roofing: Remove no more existing roofing than required for new smoke hatch work
3.6 DISPOSAL OF DEMOLISHED MATERIALS
A. General: Except for items or materials indicated to be reused, salvaged, reinstalled, or
otherwise indicated to remain Owner's property, remove demolished materials from Project site
and legally dispose of them.
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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.
3. Remove debris from elevated portions of building by chute, hoist, or other device that
will convey debris to grade level in a controlled descent.
B. Disposal: Transport demolished materials off Owner's property and legally dispose of them.
3.7 CLEANING
A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective
demolition operations. Return adjacent areas to condition existing before selective demolition
operations began.
3.8 SELECTIVE DEMOLITION SCHEDULE
A. Existing Construction to be Removed:
1. Wood -framed partitions.
2. Doors and frames.
3. Other work indicated on Drawings.
B. Existing Items to be Removed and Salvaged:
1. Doors and door hardware.
C. Existing Items to be Removed and Reinstalled:
1. Corridor acoustical ceiling panels.
END OF SECTION 02 41 19
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SECTION 03 54 13 - GYPSUM CEMENT UNDERLAYMENT
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes gypsum -cement -based, self -leveling underlayment for application below
interior floor coverings.
1.3 ACTION SUBMITTALS
A, Product Data: For each type of product indicated.
1. For priming and sealing coatings, include printed statement of VOC content.
1.4 INFORMATIONAL SUBMITTALS
A. Qualification Data: For qualified Installer.
B. Product Certificates: Signed by manufacturers of underlayment and floor -covering systems
certifying that products are compatible.
1.5 QUALITY ASSURANCE
A. Installer Qualifications: Installer who is approved by manufacturer for application of
underlayment products required for this Project.
B. Product Compatibility: Manufacturers of underlayment and floor -covering systems certify in
writing that products are compatible.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Store materials to comply with manufacturer's written instructions to prevent deterioration from
moisture or other detrimental effects.
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1.7 PROJECT CONDITIONS
A. Environmental Limitations: Comply with manufacturer's written instructions for substrate
temperature, ventilation, ambient temperature and humidity, and other conditions affecting
underlayment performance.
1. Place gypsum -cement -based underlayments only when ambient temperature and
temperature of substrates are between 50 and 80 deg F.
1.8 COORDINATION
A. Coordinate application of underlayment with requirements of floor -covering products and
adhesives, to ensure compatibility of products.
PART 2 - PRODUCTS
2.1 GYPSUM -CEMENT -BASED UNDERLAYMENTS
A. Underlayment: Gypsum -cement -based, self -leveling product that can be applied in minimum
uniform thickness of 1/8 inch and that can be feathered at edges to match adjacent floor
elevations.
1. Products: Subject to compliance with requirements, provide one of the following:
a. Ardex; LU -100 Self -Leveling Flooring Underrlayment.
b. Bonsai American, an Oldcastle company; ProSpee Level Set G.
c. Euclid Chemical Company (The); Fla -Top.
d. Maxxon Corporation; Gyp -Crete.
c. USG Corporation; Levelrock Quik -Top.
2. Cement Binder: Gypsum or blended gypsum cement as defined by ASTM C 219.
3. Compressive Strength: Not less than 4000 psi at 28 days when tested according to
ASTM C 109/C 109M.
B. Water: Potable and at a temperature of not more than 70 deg F.
C. Primer: Product of underlayment manufacturer recommended in writing for substrate,
conditions, and application indicated.
1. Primer shall have a VOC content of 200 g/L or less when calculated according to 40 CFR
59, Subpart D.
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PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, with Installer present, for conditions affecting performance.
1. Proceed with application only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. General: Prepare and clean substrate according to manufacturer's written instructions.
1. Treat nonmoving substrate cracks according to manufacturer's written instructions to
prevent cracks from telegraphing (reflecting) through underlayment.
2. Fill substrate voids to prevent underlayment from leaking.
B. Concrete Substrates: Mechanically remove, according to manufacturer's written instructions,
contaminants that might impair underlayment bond.
3.3 APPLICATION
A. General: Mix and apply underlayment components according to manufacturer's written
instructions.
1. Close areas to traffic during underlayment application and for time period after
application recommended in writing by manufacturer.
2. Coordinate application of components to provide optimum underlayment-to-substrate and
intercoat adhesion.
B. Apply primer over prepared substrate at manufacturer's recommended spreading rate.
C. Apply underlayment to produce uniform, level surface.
1. Feather edges to match adjacent floor elevations.
D, Cure underlayment according to manufacturer's written instructions. Prevent contamination
during application and curing processes.
F. Do not install floor coverings over underlayment until after time period recommended in
writing by underlayment manufacturer.
F. Remove and replace underlayment areas that evidence lack of bond with substrate, including
areas that emit a "hollow" sound when tapped.
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3.4 PROTECTION
A. Protect underlaynient from concentrated and rolling loads for remainder of construction period.
END OF SECTION 03 54 13
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SECTION 05 51 33 - METAL LADDERS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
1.'2 SUMMARY
A. Section Includes:
1. Metal ladder security covers.
1.3 ACTION SUBMITTALS
A. Product Data: For metal ladder security covers
1.4 PROJECT CONDITIONS
A. - Field Measurements: Verify actual dimensions and locations of ladders and other construction
contiguous with ladder security covers by field measurements before fabrication.
PART 2- PRODUCTS
2.1 METALS, GENERAL
A. Metal Surfaces, General: Provide materials with smooth, flat surfaces unless otherwise
indicated. For metal fabrications exposed to view in the completed Work, provide materials
without seam marks, roller marks, rolled trade names, or blemishes.
2.2 ALUMINUM
A. Aluminum Plate and Sheet: ASTM B 209, Alloy 6061-T6.
B. Aluminum Extrusions: ASTM B 221, Alloy 6063-T6.
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2.3 FASTENERS
A. General: Unless otherwise indicated, provide Type 304 stainless-steel fasteners. Select
fasteners for type, grade, and class required.
B. Stainless -Steel Bolts and Nuts: Regular hexagon -head annealed stainless-steel bolts, ASTM F
593; with hex nuts, ASTM F 594; and, where indicated, flat washers; Alloy Group 1.
C. Post -Installed Anchors: Torque -controlled expansion anchors or chemical anchors.
2.4 ALUMINUM LADDER SECURITY COVERS
A. General: Provide solid aluminum, hinged ladder security cover with padlock hasp, to prevent
unauthorized ladder use.
1. Height: Minimum 72 inches.
2. Width: Match ladder.
B. Construction: 0.0907 -inch face sheet with continuous formed- or extruded -aluminum side
flanges and wall -mounted mating flanges.
C. Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
1. ACL Industries, Inc.
2. Alco -Lite Industrial Products.
3. O'Keeffe's Inc.
4. Precision Ladders, LLC,
2.5 FINISHES, GENERAL
A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for
recommendations for applying and designating finishes.
B. Finish metal fabrications after assembly.
C. Finish exposed surfaces to remove tool and die marks and stretch lines, and to blend into
surrounding surface.
2.6 ALUMINUM FINISHES
A. Finish designations prefixed by AA comply with the system established by the Aluminum
Association for designating aluminum finishes.
B. As -Fabricated Finish: AA -M10 (Mechanical Finish: as fabricated, unspecified).
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PART 3 - EXECUTION
3.1 INSTALLATION, GENERAL
A. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installing
metal fabrications. Set metal fabrications accurately in location, alignment, and elevation; with
edges and surfaces -level, plumb, true, and free of rack; and measured from established lines and
levels.
B. Fit exposed connections accurately together to form hairline joints. Weld connections that are
not to be left as exposed joints but cannot be shop welded because of shipping size limitations.
Do not weld, cut, or abrade surfaces of exterior units that have been hot -dip galvanized after
fabrication and are for bolted or screwed field connections.
C. Fastening to In -Place Construction: Provide anchorage devices and fasteners where metal
fabrications are required to be fastened to in-place construction. Provide threaded fasteners for
use with concrete and masonry inserts, toggle bolts, through bolts, lag screws, wood screws,
and other connectors.
END OF SECTION 05 51 33
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SECTION 07 72 00 - ROOF ACCESSORIES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General .and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Hatch -type heat and smoke vents.
B. Related Sections:
1. Section 28 31 11 "Fire -Alarm System" for interconnects to automatically operated heat
and smoke vents,
1.3 PERFORMANCE REQUIREMENTS
A. General Performance: Roof accessories shall withstand exposure to weather and resist
thermally induced movement without failure, rattling, leaking, or fastener disengagement due to
defective manufacture, fabrication, installation, or other defects in construction.
1.4 ACTION SUBMITTALS
A. Product Data: For each type of roof accessory indicated. Include construction details, material
descriptions, dimensions of individual components and profiles, and finishes.
B. Shop Drawings: For roof accessories. Include plans, elevations, keyed details, and attachments
to other work. Indicate dimensions, loadings, and special conditions. Distinguish between
plant- and field -assembled work.
1.5 CLOSEOUT SUBMITTALS
A. Operation and Maintenance Data: For roof accessories to include in operation and maintenance
manuals.
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1.6 COORDINATION
A. Coordinate layout and installation of roof accessories with roofing membrane and base flashing
and interfacing and adjoining construction to provide a leakproof, weathertight, secure, and
noncorrosive installation.
PART 2 - PRODUCTS
2.1 METAL MATERIALS
A. Aluminum Sheet: ASTM B 209, manufacturer's standard alloy for finish required, with temper
to suit forming operations and performance required.
1. Mill Finish: As manufactured,
2.2 MISCELLANEOUS MATERIALS
A. General: Provide materials and types of fasteners, protective coatings, sealants, and other
miscellaneous items required by manufacturer for a complete installation.
B. Polyisocyanurate Board Insulation: ASTM C 1289, thickness as indicated.
C. Wood Nailers: Softwood lumber, pressure treated with waterborne preservatives for
aboveground use, acceptable to authorities having jurisdiction, containing no arsenic or
chromium, and complying with AWPA C2; not less than 1-1/2 inches thick.
D. Bituminous Coating: Cold -applied asphalt emulsion complying with ASTM D 1187.
E. Fasteners: Roof accessory manufacturer's recommended fasteners suitable for application and
metals being fastened. Match finish of exposed fasteners with finish of material being fastened.
Provide nonremovable fastener heads to exterior exposed fasteners. Furnish the following
unless otherwise indicated:
1. Fasteners for Aluminum Sheet: Aluminum or Series 300 stainless steel.
F. Gaskets: Manufacturer's standard tubular or fingered design of neoprene, EPDM, PVC, or
silicone or a flat design of foam rubber, sponge neoprene, or cork.
G. Elastomeric Sealant: ASTM C 920, elastomeric silicone polymer sealant as recommended by
roof accessory manufacturer for installation indicated; low modulus; of type, grade, class, and
use classifications required to seal joints and remain watertight.
2.3 HEAT AND SMOKE VENTS
A. Hatch -Type Heat and Smoke Vents: Manufacturer's standard, with double -walled insulated
curbs, welded or mechanically fastened and sealed corner joints, integral condensation gutter,
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and cap flashing. Fabricate with insulated double -walled lid and continuous weathertight
perimeter lid gaskets, and equip with automatic self -Lifting mechanisms, UL -listed fusible links
rated at 165 deg F, and electric latch activated by smoke -detection system.
1. Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
a. Babcock -Davis.
b. Bilco Company (The).
c. Dur -Red Products.
d. Nystrom.
e. O'Kecffe's Inc.
2. Type and Size: Single -leaf lid, 30 by 36 inches .
3. Loads: Minimum 40-lbflsq. ft. external live load and 30-lbf/sq. ft. internal uplift load.
a. When release is actuated, lid shall open against I0-lbf/sq. ft. snow or wind load
and lock in position.
4. Heat and Smoke Vent Standard: Provide units that have been tested and listed to comply
with UL 793.
5. Curb, Framing, and Lid Material: Aluminum sheet, 0.090 inch thick.
a. Finish: Mill.
6. Construction:
a. Insulation: Polyisocyanurate board.
b. Hatch Lid: Opaque, insulated, and double walled, with manufacturer's standard
metal liner of same material and finish as outer metal lid.
c. Exterior Curb Liner: Manufacturer's standard, of same material and finish as metal
curb.
d. Fabricate curbs to minimum height of 12 inches unless otherwise indicated.
7. Hardware: Manufacturer's standard, corrosion resistant or hot -dip galvanized; with
hinges, hold -open devices, and independent manual -release devices for inside operation
of lids.
8. Provide trouble signal to indicate when hatch is ajar.
2.4 GENERAL FINISH REQUIREMENTS
A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for
recommendations for applying and designating finishes.
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PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, to verify actual locations,
dimensions, and other conditions affecting performance of the Work.
B. Verify that substrate is sound, dry, smooth, clean, sloped for drainage, and securely anchored.
C. Verify dimensions of roof openings for roof accessories.
D. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 INSTALLATION
A. General: Install roof accessories according to manufacturer's written instructions.
1. Install roof accessories level, plumb, true to line and elevation, and without warping, jogs
in alignment, excessive oil canning, buckling, or tool marks.
2. Anchor roof accessories securely in place so they are capable of resisting indicated loads.
3. Use fasteners, separators, sealants, and other miscellaneous items as required to complete
installation of roof accessories and fit them to substrates.
4. Install roof accessories to resist exposure to weather without failing, rattling, leaking, or
loosening of fasteners and seals.
B. Metal Protection: Protect metals against galvanic action by separating dissimilar metals from
contact with each other or with corrosive substrates by painting contact surfaces with
bituminous coating or by other permanent separation as recommended by manufacturer.
1. Coat concealed side of uncoated aluminum roof accessories with bituminous coating
where in contact with wood, ferrous metal, or cementitious construction.
C. Heat and Smoke Vent Installation:
1. Install heat and smoke vent so top perimeter surfaces are level.
2. Install and test heat and smoke vents and their components for proper operation
according to NFPA 204.
D. Seal joints with elastomeric sealant as required by roof accessory manufacturer.
3.3 REPAIR AND CLEANING
A. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and repair
galvanizing according to ASTM A 780.
B. Clean exposed surfaces according to manufacturer's written instructions.
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C. Clean off excess sealants.
D. Replace roof accessories that have been damaged or that cannot be successfully repaired by
finish touchup or similar minor repair procedures.
END OF SECTION 07 72 00
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SECTION 07 84 13 - PENETRATION FIRESTOPPING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Penetrations in fire -resistance -rated walls.
2. Penetrations in horizontal assemblies.
B. Related Sections:
1. Section 07 84 46 "Fire -Resistive Joint Systems" for joints in or between fire -resistance -
rated construction.
1.3 ACTION SUBMITTALS
A. Product Data; For each type of product indicated.
1. For penetration firestopping sealants and sealant primers, include printed statement of
VOC content.
B. Product Schedule: For each penetration firestopping system. Include location and design
designation of qualified testing and inspecting agency.
I. Where Project conditions require modification to a qualified testing and inspecting
agency's illustration for a particular penetration firestopping condition, submit
illustration, with modifications Marked, approved by penetration firestopping
manufacturer's fire -protection engineer as an engineering judgment or equivalent fire -
resistance -rated assembly.
1.4 INFORMATIONAL SUBMITTALS
A. Qualification Data: For qualified Installer.
B. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified
testing agency, for penetration firestopping.
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1.5 QUALITY ASSURANCE
A. Installer Qualifications: A firm experienced in installing penetration firestopping similar in
material, design, and extent to that indicated for this Project, whose work has resulted in
construction with a record of successful performance. Qualifications include having the
necessary experience, staff, and training to install manufacturer's products per specified
requirements. Manufacturer's willingness to sell its penetration firestopping products to
Contractor or to Installer engaged by Contractor does not in itself confer qualification on buyer.
B. Fire -Test -Response Characteristics: Penetration firestopping shall comply with the following
requirements:
I. Penetration firestopping is identical to those tested per testing standard referenced in
"Penetration Firestopping" Article. Provide rated systems complying with the following
requirements:
a. Classification markings on penetration firestopping correspond to designations
listed by the following:
1) UL in its "Fire Resistance Directory."
1.6 PROJECT CONDITIONS
A. Environmental Limitations: Do not install penetration firestopping when ambient or substrate
temperatures are outside limits permitted by penetration firestopping manufacturers or when
substrates are wet.
B. Install and cure penetration firestopping per manufacturer's written instructions using natural
means of ventilations or, where this is inadequate, forced -air circulation.
1.7 COORDINATION
A. Coordinate construction of openings and penetrating items to ensure that penetration
firestopping is installed according to specified requirements.
B. Coordinate sizing of sleeves, openings, core -drilled holes, or cut openings to accommodate
penetration firestopping.
PART2-PRODUCTS
2.1 MANUFACTURERS
A. Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
1. Grace Construction Products.
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2. Hilti, Inc.
3. Johns Manville.
4. • Specified Technologies Inc.
5. 3M Fire Protection Products,
6, Tremco, Inc.; Treinco Fire Protection Systems Group.
7. USG Corporation.
2.2 PENETRATION FIRESTOPPING
A. Provide penetration firestopping that is produced and installed to resist spread of fire according
to requirements indicated, resist passage of smoke and other gases, and maintain original fire -
resistance rating of construction penetrated. Penetration firestopping systems shall be
compatible with one another, with the substrates forming openings, and with penetrating items
if any.
B. Penetrations in Fire -Resistance -Rated Walls: Provide penetration firestopping with ratings
determined per ASTM E 814 or UL 1479, based on testing at a -positive pressure differential of
0.01 -inch wg.
1. Fire -resistance -rated walls include fire partitions.
2. F -Rating: Not less than the fire -resistance rating of constructions penetrated.
C. Penetrations in Horizontal Assemblies: Provide penetration firestopping with ratings
determined per ASTM E 814 or UL 1479, based on testing at a positive pressure differential of
0.01 -inch wg.
1. Horizontal assemblies include floors and floor/ceiling assemblies.
2. F -Rating: At least 1 hour, but not less than the fire -resistance rating of constructions
penetrated.
D. Exposed Penetration Firestopping: Provide products with flame -spread and smoke -developed
indexes of less than 25 and 450, respectively, as determined per ASTM E 84.
E. VOC Content: Penetration firestopping sealants and sealant primers shall comply with the
following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA
Method 24):
1. Sealants: 250 g/L.
2. Sealant Primers for Nonporous Substrates: 250 g/L.
3. Sealant Primers for Porous Substrates: 775 g/L.
F. Accessories: Provide components for each penetration firestopping system that are needed to
install fill materials and to maintain ratings required. Use only those components specified by
penetration firestopping manufacturer and approved by qualified testing and inspecting agency
for firestopping indicated.
1. Permanent forming/damming/backing materials, including the following:
PENETRATION FIRESTOPPING 07 84 13 - 3
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a. Slag -wool -fiber or rock -wool -fiber insulation.
b. Sealants used in combination with other forming/damming/backing materials to
prevent leakage of fill materials in liquid state.
c. Fire -rated form board,
d. Fillers for sealants.
2. Temporary forming materials.
3. Substrate primers.
4. Collars.
5. Steel sleeves.
2,3 FILL MATERIALS
A. Latex Sealants: Single -component latex formulations that do not re -emulsify after cure during
exposure to moisture.
B. Firestop Devices: Factory -assembled collars formed from galvanized steel and lined with
intumescent material sized to fit specific diameter of penetrant.
C. Intumescent Composite Sheets: Rigid panels consisting of aluminum -foil -faced elastomeric
sheet bonded to galvanized -steel sheet.
D. Intumescent Putties: Nonhardening dielectric, water-resistant putties containing no solvents,
inorganic fibers, or silicone compounds.
E. Intumescent Wrap Strips: Single -component intumescent elastomeric sheets with aluminum
foil on one side.
F. Mortars: Prepackaged dry mixes consisting of a blend of inorganic binders, hydraulic cement,
fillers, and lightweight aggregate formulated for mixing with water at Project site to form a
nonshrinking, homogeneous mortar.
G. Pillows/Bags: Reusable heat -expanding pillows/bags consisting of glass -fiber cloth cases filled
with a combination of mineral -fiber, water -insoluble expansion agents, and fire -retardant
additives. Where exposed, cover openings with steel -reinforcing wire mesh to protect
pillows/bags from being easily removed.
H. Silicone Foams: Multicomponent, silicone -based liquid elastomers that, when mixed, expand
and cure in place to produce a flexible, nonshrinking foam.
I. Silicone Sealants: Single -component, silicone -based, neutral -curing elastomeric sealants of
grade indicated below:
1. Grade: Pourable (self -leveling) formulation for openings in floors and other horizontal
surfaces, and nonsag formulation for openings in vertical and sloped surfaces, unless
indicated firestopping limits use of nonsag grade for both opening conditions.
PENETRATION FIRESTOPPING 07 84 13 - 4
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2.4 MIXING
A. For those products requiring mixing before application, comply with penetration fu -estopping
manufacturer's written instructions for accurate proportioning of materials, water (if required),
type of mixing equipment, selection of mixer speeds, mixing containers, mixing time, and other
items or procedures needed to produce products of unifonn quality with optimum performance
characteristics for application indicated.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates and conditions, with Installer present, for compliance with requirements for
opening configurations, penetrating items, substrates, and other conditions affecting
performance of the Work.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
3,2 PREPARATION
A. Surface Cleaning: Clean out openings immediately before installing penetration firestopping to
comply with manufacturer's written instructions and with the following requirements:
1. Remove from surfaces of opening substrates and from penetrating items foreign materials
that could interfere with adhesion of penetration firestopping.
2. Clean opening substrates and penetrating items to produce clean, sound surfaces capable
of developing optimum bond with penetration firestopping. Remove loose particles
remaining from cleaning operation.
B. Priming: Prime substrates where recommended in writing by manufacturer using that
manufacturer's recommended products and methods. Confine primers to areas of bond; do not
allow spillage and migration onto exposed surfaces.
C. Masking Tape: Use masking tape to prevent penetration firestopping from contacting adjoining
surfaces that will remain exposed on completion of the Work and that would otherwise be
permanently stained or damaged by such contact or by cleaning methods used to remove stains.
Remove tape as soon as possible without disturbing firestopping's seal with substrates.
3.3 INSTALLATION
A. General: Install penetration firestopping to comply with manufacturer's written installation
instructions and published drawings for products and applications indicated.
PENETRATION FIRESTOPPING 07 84 13 - 5
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B. Install forming materials and other accessories of types required to support fill materials during
their application and in the position needed to produce cross-sectional shapes and depths
required to achieve fire ratings indicated.
1. After installing fill materials and allowing them to fully cure, remove combustible
forming materials and other accessories not indicated as permanent components of
firestopping.
C. Install fill materials for firestopping by proven techniques to produce the following results:
1. Fill voids and cavities formed by openings, forming materials, accessories, and
penetrating items as required to achieve fire -resistance ratings indicated.
2. Apply materials so they contact and adhere to substrates formed by openings and
penetrating items.
3. For fill materials that will remain exposed after completing the Work, finish to produce
smooth, uniform surfaces that are flush with adjoining finishes.
3.4 IDENTIFICATION
A. Identify penetration firestopping with preprinted metal or plastic labels. Attach labels
permanently to surfaces adjacent to and within 6 inches of firestopping edge so labels will be
visible to anyone seeking to remove penetrating items or firestopping. Use mechanical
fasteners or self -adhering -type labels with adhesives capable of permanently bonding labels to
surfaces on which labels are placed. Include the following information on labels:
l . The words "Warning - Penetration Firestopping - Do Not Disturb. Notify Building
Management of Any Damage."
2. Contractor's name, address, and phone number.
3. Designation of applicable testing and inspecting agency.
4. Date of installation.
5. Manufacturer's name.
G. Installer's name.
3.5 CLEANING AND PROTECTION
A. Clean off excess fill materials adjacent to openings as the Work progresses by methods and
with cleaning materials that are approved in writing by penetration firestopping manufacturers
and that do not damage materials in which openings occur.
B. Provide final protection and maintain conditions during and after installation that ensure that
penetration firestopping is without damage or deterioration at time of Substantial Completion.
If, despite such protection, damage or deterioration occurs, immediately cut out and remove
damaged or deteriorated penetration firestopping and install new materials to produce systems
complying with specified requirements.
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3.6 PENETRATION FIRESTOPPING SCHEDULE
A. Where UL -classified systems are indicated, they refer to system numbers in UL's "Fire
Resistance Directory" under product Category XHEZ.
PENETRATION FIRESTOPPING SCHEDULE
FIRESTOPPING SYSTEMS ARE LISTED USING THE ALPHA -ALPHA -NUMERIC IDENTIFICATION SYSTEM PUBLISHED IN
UL'S FIRE RESISTANCE DIRECTORY, VOLUMES 2A -2B
TYPE OF
PENETRANT
CONSTRUCTION
FLOOR PENETRATION SYSTEMS
(FIRST ALPHA COMPONENT = C OR F)
WALL PENETRATION SYSTEMS
. (FIRST ALPHA COMPONENT = C OR W)
CONCRETE
FLOORS
WITH A
MINIMUM
THICKNESS
LESS THAN
OR EQUAL
TO 5 INCHES
CONCRETE
FLOORS
WITH A
MINIMUM
THICKNESS
OF MORE
THAN 5
INCHES
FRAMED
FLOORS
FLOOR-•
CEILING
ASSEMBLIES
CONSISTING
OF CONCRETE
WITH
MEMBRANE
PROTECTION
CONCRETE
OR
MASONRY
WALLS WITH
A MINIMUM
THICKNESS
LESS THAN
OR EQUAL
TO 8 INCHES
CONCRETE
R
MASONRY
WALLS WITH
A MINIMUM
THICKNESS
OF MORE
THAN 8
INCHES
FRAMED
WALLS
COMPOSITE
PANEL
WALLS
NO PENETRATING
ITEMS
C-AJ-0001-
0999
or
F -A-0001-
0999
C -BJ -0001-
0999
or
F -B-0001-
0999
F -C-1001
1999
C-AJ•0001-
0999,
C -BJ -0001-
0999,
or
FA -0001-
0999
W -L -
0001 -
0999
METALLIC PIPE,
CONDUIT, OR
TUBING
C -AJ -1001-
1999
or
F -A-1001-
1999
C -BJ -1001-
1999
or
F-13-1001-1999
1999
F -C-1001
F -E-1001-1999
C -AJ -1001-
1999,
C -BJ -1001-
1999,
or
W -J-1001-
1999
C -BK -1001 -
1999,
or
W -K-1001-
1999
W -L -
1001-
1999
W -N-1001-
1999
NONMETALLIC
CONDUIT,
_OR TUBING
C -AJ -2001-
2999
or
F -A-2001-
2999
C -BJ -2001-
1999,
C -BK -2001-•
2999,
or
F -B-2001-
2999
F -C -2001 -PIPE,
2999
F -E-2001-2999
C -AJ -2001-
2999,
C -BJ -2001-
2999,
or
W -J-2001-
2999
C -BK -2001 -
2999,
or
W -K-2001-
2999
W -L-
12001-
2999
W -N-2001-
2999
ELECTRICAL
CABLES
C -AJ -3001-
3999
or
F -A-3001-
3999
C -BJ -3001-
3999,
C -BK -3001-
3999,
or
F -B-3001-
3999
F -C 3001
3999
F -E-3001-3999
C -AJ -3001-
3999,
C -BJ -3001-
3999,
or
W -J-3001-
3999
C -BK -3001-
3999,
or
W -K-3001-
3999
W -L -
3001-
3999
CABLE TRAYS
WITH ELECTRICAL
CABLES
C -AJ -4001-
4999
or
F -A-4001-
4999
C -BJ -4001-
4999,
or
F -B-4001-
4999
-
C -AJ -4001 •
4999,
C -BJ -4001-
4999
or
W -J-4001-
4999
W K 4001•
4999
W -L -
4001 -
4999
INSULATED PIPES
C -AJ -5001-
5999
or
F -A-5001-
5999
C -BJ -5001-
5999,
C -BK -5001-
5999,
or
F -B-5001-
5999
F -C -5001 -INS
5999
F -E-5001-5999
C -AJ -5001-
5999,
C -BJ -5001-
5999,
or
W -J-5001-
5999
C -BK -5001-
5999
W -L-
5001-
5999
WN•5001-
5999
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PENETRATION FIRESTOPPING SCHEDULE
FIRESTOPPING SYSTEMS ARE LISTED USING THE ALPHA -ALPHA -NUMERIC IDENTIFICATION SYSTEM PUBLISHED IN
UL'S FIRE RESISTANCE DIRECTORY, VOLUMES 2A -2B
TYPE OF
PENETRANT
CONSTRUCTION
FLOOR PENETRATION SYSTEMS
(FIRST ALPHA COMPONENT = C OR F)
WALL PENETRATION SYSTEMS
{FIRST ALPHA COMPONENT = C OR W)
CONCRETE
FLOORS
WITH A
MINIMUM
THICKNESS
LESS THAN
OR EQUAL
TO5 INCHES
CONCRETE
FLOORS
WITH A
MINIMUM
THICKNESS
OF MORE
THAN 5
INCHES
FRAMED
FLOORS
FLOOR-
CEILING
ASSEMBLIES
CONSISTING
OF CONCRETE
WITH
MEMBRANE
PROTECTION
CONCRETE
OR
MASONRY
WALLS WITH
A MINIMUM
THICKNESS
LESS THAN
OR EQUAL
TO 8 INCHES
CONCRETE
CR
MASONRY
WALLS WITH
A MINIMUM
THICKNESS
OF MORE
THAN 8
INCHES
FRAMED
WALLS
COMPOSITE
PANEL
WALLS
MISCELLANEOLI
ELECTRICAL
PENETRANTS
C -AJ -6001-
6999
or
F -A-6001-
6999
C -BJ -6001-
6999
C -AJ -6001-
6999,
C -BJ -6001-
6999,
or
W -J-6001-
5999
W -L -
6001-
6999
MISCELLANEOUS
MECHANICAL
PENETRANTS
C -AJ -7001-
7999
or
F -A-7001-
7999
C -BJ -7001-
7999,
or
F-3-7001-
7999
F -C-7001-
7999
F -E-7001-7999
C -AJ -7001-
7999,
C -BJ -7001-
7999,
or
W -J-7001-
7999
W -L -
7001-
7999
W -N-7001-
7999
OF
GROUPINGSor
PENETRATIONS
C -AJ -8001-
8999
F -A-8001-
8999
C -BJ -8001-
8999,
or
F-8-8001-
6999
F -C-8001-
8999
F -E-8001-8999
C -AJ -8001-
8999,
C BJ 8001
6999,
or
W -J-8001-
8999
W-L-
8001 -
8999
Remarks: For each location
the applicable UL number
where a fire -resistance -rated floor or wall assembly is penetrated, provide a UL -listed penetration firestopping system selected born
range listed above that complies with Section 078413 "Penetration Firestopping" and that is suitable for the penetration conditions
indicated for the Project.
END OF SECTION 07 8413
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URIS HALL
DASNY COMPLIANCE PROJECT
SECTION 07 84 46 - FIRE -RESISTIVE JOINT SYSTEMS
PART I - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Joints in or between fire -resistance -rated constructions.
B. Related Sections:
Section 07 84 13 "Penetration Firestopping" for penetrations in fire -resistance -rated walls
and horizontal assemblies.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of product indicated.
1. For fire -resistive joint system sealants, include printed statement of VOC content.
1.4 INFORMATIONAL SUBMITTALS
A. Qualification Data: For qualified Installer.
B. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified
testing agency, for fire -resistive joint systems.
1.5 QUALITY ASSURANCE
A. Installer Qualifications: A fine experienced in installing fire -resistive joint systems similar in
material, design, and extent to that indicated for this Project, whose work has resulted in
construction with a record of successful performance. Qualifications include having the
necessary experience, staff, and training to install manufacturer's products per specified
requirements. Manufacturer's willingness to sell its fire -resistive joint system products to
Contractor or to Installer engaged by Contractor does not in itself confer qualification on buyer.
FIRE -RESISTIVE JOINT SYSTEMS 07 84 46 -1
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URIS HALL
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B. Fire -Test -Response Characteristics: Fire -resistive joint systems shall comply with the
following requirements:
1. Fire -resistive joint systems are identical to those tested per testing standard referenced in
"Fire -Resistive Joint Systems" Article. Provide rated systems complying with the
following requirements:
a. Fire -resistive joint systems correspond to those indicated by reference to
designations listed by the following:
1) UL in its "Fire Resistance Directory."
1.6 PROJECT CONDITIONS
A. Environmental Limitations: Do not install fire -resistive joint systems when ambient or
substrate temperatures are outside limits permitted by fire -resistive joint system manufacturers
or when substrates are wet.
B. Install and cure fire -resistive joint systems per manufacturer's written instructions using natural
means of ventilation or, where this is inadequate, forced -air circulation.
1.7 COORDINATION
A. Coordinate construction of joints to ensure that fire -resistive joint systems are installed
according to specified requirements.
B. Coordinate sizing of joints to accommodate fire -resistive joint systems.
PART 2 - PRODUCTS
2.1 FIRE -RESISTIVE JOINT SYSTEMS
A. Where required, provide fire -resistive joint systems that are produced and installed to resist
spread of fire according to requirements indicated, resist passage of smoke and other gases, and
maintain original fire -resistance rating of assemblies in or between which fire -resistive joint
systems are installed. Fire -resistive joint systems shall accommodate building movements
without impairing their ability to resist the passage of fire and hot gases.
B. Joints in or between Fire -Resistance -Rated Construction: Provide fire -resistive joint systems
with ratings determined per ASTM E 1966 or UL 2079:
1. Joints include those installed in or between fire -resistance -rated walls and floor or
floor/ceiling assemblies.
2. Fire -Resistance Rating: Equal to or exceeding the fire -resistance rating of construction
they will join.
FIRE -RESISTIVE JOINT SYSTEMS 07 84 46 - 2
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UR1S HALL
DASNY COMPLIANCE PROJECT
3. Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
a. Fire Trak Corp.
b. Grace Construction Products.
c. Hilti, Inc.
d. Johns Manville.
e. Specified Technologies Inc.
f. 3M Fire Protection Products.
g. Tremco, Inc.; Tremco Fire Protection Systems Group.
h. USG Corporation.
C. Exposed Fire -Resistive Joint Systems: Provide products with flame -spread and smoke -
developed indexes of less than 25 and 450, respectively, as determined per ASTM E 84.
D. VOC Content: Fire -resistive joint system sealants shall comply with the following limits for
VOC content when calculated according to 40 CFR 59, Subpart D (EPA Method 24):
1. Architectural Sealants: 250 gIL.
2. Sealant Primers for Nonporous Substrates: 250 g/L.
3. Sealant Primers for Porous Substrates: 775 g/L.
E. Accessories: Provide components of fire -resistive joint systems, including primers and forming
materials, that are needed to install fill materials and to maintain ratings required. Use only
components specified by fire -resistive joint system manufacturer and approved by the qualified
testing agency for systems indicated.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates and conditions, with Installer present, for compliance with requirements for
joint configurations, substrates, and other conditions affecting performance of the Work.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
3,2 PREPARATION
A. Surface Cleaning: Clean joints immediately before installing fire -resistive joint systems to
comply with fire -resistive joint system manufacturer's written instructions and the following
requirements:
1. Remove from surfaces of joint substrates foreign materials that could interfere with
adhesion of fill materials.
2. Clean joint substrates to produce clean, sound surfaces capable of developing optimum
bond with fill materials. Remove loose particles remaining from cleaning operation.
FIRE -RESISTIVE JOINT SYSTEMS 07 84 46 - 3
CORNELL UNIVERSITY
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B. Priming: Prime substrates where recommended in writing by fire -resistive joint system
manufacturer using that manufacturer's recommended products and methods. Confine primers
to areas of bond; do not allow spillage and migration onto exposed surfaces.
C. Masking Tape: Use masking tape to prevent fill materials of fire -resistive joint system from
contacting adjoining surfaces that will remain exposed on completion of the Work and that
would otherwise be permanently stained or damaged by such contact or by cleaning methods
used to remove stains. Remove tape as soon as possible without disturbing fire -resistive joint
system's seal with substrates.
3.3 INSTALLATION
A. General: Install fire -resistive joint systems to comply with manufacturer's written installation
instructions and published drawings for products and applications indicated,
B. Install forming materials and other accessories of types required to support fill materials during
their application and in position needed to produce cross-sectional shapes and depths required
to achieve fire ratings indicated.
l . After installing fill materials and allowing them to fully cure, remove combustible
forming materials and other accessories not indicated as permanent components of fire -
resistive joint system.
C. Install fill materials for fire -resistive joint systems by proven techniques to produce the
following results:
1. Fill voids and cavities formed by joints and forming materials as required to achieve fire -
resistance ratings indicated.
2. Apply fill materials so they contact and adhere to substrates formed by joints.
3. For fill materials that will remain exposed after completing the Work, finish to produce
smooth, uniform surfaces that are flush with adjoining finishes.
3.4 CLEANING AND PROTECTING
A. Clean off excess fill materials adjacent to joints as the Work progresses by methods and with
cleaning materials that are approved in writing by fire -resistive joint system manufacturers and
that do not damage materials in which joints occur.
B. Provide final protection and maintain conditions during and after installation that ensure fire -
resistive joint systems are without damage or deterioration at time of Substantial Completion.
If damage or deterioration occurs despite such protection, cut out and remove damaged or
deteriorated fire -resistive joint systems immediately and install new materials to produce fire -
resistive joint systems complying with specified requirements.
FIRE -RESISTIVE JOINT SYSTEMS 07 84 46 - 4
CORNELL UNIVERSITY
URIS HALL
DASNY COMPLIANCE PROJECT
3.5 FIRE -RESISTIVE JOINT SYSTEM SCHEDULE
A. Where UL-classifed systems are indicated, they refer to system numbers in UL's "Fire
Resistance Directory" under product Category XHBN.
Wall -to -Wall, Fire -Resistive Joint Systems:
1. UL -Classified Systems: WW -D -0000-0999.
2. Assembly Rating: 1 hour.
3. Nominal Joint Width: As indicated.
4. Movement Capabilities: Class II - 25 percent compression or extension.
C. Head -of -Wall, Fire -Resistive Joint Systems:
I. UL -Classified Systems: HW -D -0000-0999.
2. Assembly Rating: 1 hour.
3, Nominal Joint Width: As indicated.
4. Movement Capabilities: Class II - 25 percent compression or extension.
D. Bottom -of -Wall, Fire -Resistive Joint Systems:
1. UL -Classified Systems: BW -D -0000-0999.
2. Assembly Rating: 1 hour.
3. Nominal Joint Width: As indicated.
4. Movement Capabilities: Class II - 25 percent compression or extension.
END OF SECTION 07 84 46
FIRE -RESISTIVE JOINT SYSTEMS 07 84 46 - 5
CORNELL UNIVERSITY
URIS HALL
DASNY COMPLIANCE PROJECT
SECTION 08 11 13 - HOLLOW METAL DOORS AND FRAMES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes hollow -metal work.
B. Related Requirements:
1. Section 08 71 00 "Door Hardware" for door hardware for hollow -metal doors.
1.3 DEFINITIONS
A. Minimum Thickness: Minimum thickness of base metal without coatings according to
NAAMM-HMMA 803 or SDI A250.8.
1.4 COORDINATION
A. Coordinate anchorage installation for hollow -metal frames. Furnish setting drawings,
templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor
bolts, and items with integral anchors. Deliver such items to Project site in time for installation.
1.5 ACTION SUBMITTALS
A. Product Data: For each type of product.
1. Include construction details, material descriptions, core descriptions, fire -resistance
ratings, and finishes.
B. Shop Drawings: Include the following:
1. Elevations of each door type.
2. Details of doors, including vertical- and horizontal -edge details and metal thicknesses.
3. Frame details for each frame type, including dimensioned profiles and metal thicknesses.
4. Locations of reinforcement and preparations for hardware.
5. Details of each different wall opening condition.
6. Details of anchorages, joints, field splices, and connections.
HOLLOW METAL DOORS AND FRAMES 08 11 13 - 1
CORNELL UNIVERSITY
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7. Details of accessories.
8. Details of moldings, removable stops, and glazing.
9. Details of conduit and preparations for power, signal, and control systems.
C. Schedule: Provide a schedule of hollow -metal work prepared by or under the supervision of
supplier, using same reference numbers for details and openings as those on Drawings.
Coordinate with final Door Hardware Schedule.
1.6 INFORMATIONAL SUBMITTALS
A. Oversize Construction Certification: For assemblies required to be fire rated and exceeding
limitations of labeled assemblies.
1.7 DELIVERY, STORAGE, AND HANDLING
A. Deliver hollow -metal work palletized, packaged, or crated to provide protection during transit
and Project -site storage. Do not use nonvented plastic.
I . Provide additional protection to prevent damage to factory -finished units.
B. Deliver welded frames with two removable spreader bars across bottom of frames, tack welded
to jambs and mullions.
C. Store hollow -metal work vertically under cover at Project site with head up. Place on minimum
4 -inch- high wood blocking. Provide minimum 1/4 -inch space between each stacked door to
permit air circulation.
PART 2 -PRODUCTS
2.1 MANUFACTURERS
A. Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
1. Am weld International, LLC.
2. Ceco Door Products; an Assa Abloy Group company.
3. Curries Company; an Assa Abloy Group company.
4. de La Fontaine Industries.
5. Pioneer Industries, Inc.
6. Republic Doors and Frames.
7. SteeIcraft; an Ingersoll-Rand company.
B. Source Limitations; Obtain hollow -metal work from single source from single manufacturer.
HOLLOW METAL DOORS AND FRAMES 08 11 13 - 2
CORNELL UNIVERSITY
URIS HALL
DASNY COMPLIANCE PROJECT
2.2 REGULATORY REQUIREMENTS
A. Fire -Rated Assemblies: Complying with NFPA 80 and listed and labeled by a qualified testing
agency acceptable to authorities having jurisdiction for fire -protection ratings indicated, based
on testing at positive pressure according to NFPA 252 or UL IOC.
B. Fire -Rated, Borrowed -Light Assemblies: Complying with NFPA 80 and listed and labeled by a
testing and inspecting agency acceptable to authorities having jurisdiction for fire -protection
ratings indicated, based on testing according to NFPA 257 or UL 9.
2.3 INTERIOR DOORS AND FRAMES
A. Construct interior doors and frames to comply with the standards indicated for materials,
fabrication, hardware locations, hardware reinforcement, tolerances, and clearances, and as
specified.
B. Commercial Laminated Doors and Frames: NAAMM-HMMA 867. .
I. Physical Performance: Level A according to SDI A250.4.
2. Doors:
a. Type: As indicated in the Door and Frame Schedule.
b. Thickness: 1% inches
c. Face: Uncoated, cold -rolled steel sheet, minimum thickness of 0.042 inch.
d. Edge Construction: Continuously welded with no visible seam.
e. Core: Vertical steel stiffener.
3. Frames:
a. Materials: Uncoated steel sheet, minimum thickness of 0.053 inch.
b. Construction:1 Full profile welded.
4. Exposed Finish: Prime.
2.4 HOLLOW -METAL PANELS
A. Provide hollow -metal panels of same materials, construction, and finish as adjacent door
assemblies.
2.5 FRAME ANCHORS
A. Jamb Anchors:
1. Stud -Wall Type: Designed to engage stud, welded to back of frames; not less than 0.042
inch thick.
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B. Floor Anchors: Formed from same material as frames, minimum thickness of 0.042 inch, and
as follows:
Monolithic Concrete Slabs: Clip -type anchors, with two holes to receive fasteners.
2.6 MATERIALS
A. Cold -Rolled Steel Sheet: ASTM A 1008/A I008M, Commercial Steel (CS), Type B; suitable
for exposed applications.
B. Hot -Rolled Steel Sheet: ASTM A 1011/A I011M, Commercial Steel (CS), Type B; free of
scale, pitting, or surface defects; pickled and oiled.
C. Frame Anchors: ASTM A 879/A 879M, Commercial Steel (CS), 04Z coating designation; mill
phosphatized.
D. Power -Actuated Fasteners in Concrete: Fastener system of type suitable for application
indicated, fabricated from corrosion -resistant materials, with clips or other accessory devices
for attaching hollow -metal frames of type indicated.
E. Mineral -Fiber Insulation: ASTM C 665, Type I (blankets without membrane facing);
consisting of fibers manufactured from slag or rock wool; with maximum flame -spread and
smoke -developed indexes of 25 and 50, respectively; passing ASTM E 136 for combustion
characteristics.
F. Glazing: Comply with requirements in Section 08 80 00 "Glazing."
2.7 FABRICATION
A. Fabricate hollow -metal work to be rigid and free of defects, warp, or buckle. Accurately form
metal to required sizes and profiles, with minimum radius for metal thickness. Where practical,
fit and assemble units in manufacturer's plant. To ensure proper assembly at Project site,
clearly identify work that cannot be permanently factory assembled before shipment.
B. Hollow -Metal Doors:
1. Steel -Stiffened Door Cores: Provide minimum thickness 0.026 inch, steel vertical
stiffeners of same material as face sheets extending full -door height, with vertical webs
spaced not more than 6 inches apart. Spot weld to face sheets no more than 5 inches o.c.
Fill spaces between stiffeners with glass- or mineral -fiber insulation.
2. Fire Door Cores: As required to provide fire -protection ratings indicated.
3. Vertical Edges for Single -Acting Doors: Bevel edges 1/8 inch in 2 inches.
4. Top Edge Closures: Close top edges of doors with flush closures of same material as
face sheets.
5. Bottom Edge Closures: Close bottom edges of doors with end closures or channels of
same material as face sheets.
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6. Astragals: Provide overlapping astragal on one leaf of pairs of doors where required by
NFPA 80 for fire -performance rating or where indicated. Extend minimum 3/4 inch
beyond edge of door on which astragal is mounted or as required to comply with
published listing of qualified testing agency.
C. Hollow -Metal Frames: Where frames are fabricated in sections due to shipping or handling
limitations, provide alignment plates or angles at each joint, fabricated of same thickness metal
as frames.
I. Sidelight and Transom Bar Frames: Provide closed tubular members with no visible face
seams or joints, fabricated from same material as door frame. Fasten members at
crossings and to jambs by butt welding.
2. Floor Anchors: Weld anchors to bottoms of jambs with at least four spot welds per
anchor; however, for slip-on drywall frames, provide anchor clips or countersunk holes at
bottoms of jambs.
3. Jamb Anchors: Provide number and spacing of anchors as follows:
a. Stud -Wall Type: Locate anchors not more than 18 inches from top and bottom of
frame. Space anchors not more than 32 inches o.c. and as follows:
1) Three anchors per jamb up to 60 inches'high.
2) Four anchors per jamb from 60 to 90 inches high.
3) Five anchors per jamb from 90 to 96 inches high.
4) Five anchors per jamb plus one additional anchor per jamb for each 24
inches or fraction thereof above 96 inches high.
4. Head Anchors: Two anchors per head for frames more than 42 inches wide and mounted
in metal -stud partitions.
5. Door Silencers: Except on weather-stripped frames, drill stops to receive door silencers
as follows. Keep holes clear during construction.
a. Single -Door Frames: Drill stop in strike jamb to receive three door silencers.
b. Double -Door Frames: Drill stop in head jamb to receive two door silencers.
D. Fabricate concealed stiffeners and edge channels from either cold- or hot -rolled steel sheet.
E.. Hardware Preparation: Factory prepare hollow -metal work to receive templated mortised
hardware; include cutouts, reinforcement, mortising, drilling, and tapping according to SDI
A250.6, the Door Hardware Schedule, and templates.
1. Reinforce doors and frames to receive nontemplated, mortised, and surface -mounted door
hardware.
2. Comply with applicable requirements in SDI A250.6 and BHMA A156.115 for
preparation of hollow -metal work for hardware.
F. Stops and Moldings: Provide stops and moldings around glazed lites and where indicated.
Form corners of stops and moldings with butted hairline joints.
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1. Provide fixed frame moldings on non -secure side of doors and frames.
2. Provide loose stops and moldings on secure of hollow -metal work.
3. Coordinate rabbet width between fixed and removable stops with glazing and installation
types indicated,
2.8 STEEL FINISHES
A. Prime Finish: Clean, pretreat, and apply manufacturer's standard primer.
1. Shop Primer: Manufacturer's standard, fast -curing, lead- and chromate -free primer
complying with SDI A250.10; recommended by primer manufacturer for substrate;
compatible with substrate and field -applied coatings despite prolonged exposure.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with
requirements for installation tolerances and other conditions affecting performance of the
Work.
B. Prepare written report, endorsed by Installer, listing conditions detrimental to performance of
the Work.
C. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Remove welded -in shipping spreaders installed at factory. Restore exposed finish by grinding,
filling, and dressing, as required to make repaired area smooth, flush, and invisible on exposed
faces.
B. Drill and tap doors and frames to receive nontemplated, mortised, and surface -mounted door
hardware.
3.3 INSTALLATION
A. General: Install hollow -metal work plumb, rigid, properly aligned, and securely fastened in
place. Comply with Drawings and manufacturer's written instructions.
B. Hollow -Metal Frames: Install hollow -metal frames of size and profile indicated. Comply with
SDI A250.11 or NAAMM-HMMA 840 as required by standards specified.
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1, Set frames accurately in position; plumbed, aligned, and braced securely until permanent
anchors are set. After wall construction is complete, remove temporary braces, leaving
surfaces smooth and undamaged.
a. At fire -rated openings, install frames according to NFPA 80.
b. Where frames are fabricated in sections because of shipping or handling
limitations, field splice at approved locations by welding face joint continuously;
grind, fill, dress, and make splice smooth, flush, and invisible on exposed faces.
c. Install frames with removable stops located on secure side of opening.
d. Install door silencers in frames before grouting.
e. Remove temporary braces necessary for installation only after frames have been
properly' set and secured.
f. Check plumb, square, and twist of frames as walls are constructed. Shim as
necessary to comply with installation tolerances.
2. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor,
and. secure with postinstalled expansion anchors.
3. Metal -Stud Partitions: Solidly pack mineral -fiber insulation inside frames,
4. Installation Tolerances; Adjust hollow -metal door frames for squareness, alignment,
twist, and plumb to the following tolerances:
a, Squareness: Plus or minus 1/16 inch, measured at door rabbet on a line 90 degrees
from jamb perpendicular to frame head.
b. Alignment: Plus or minus 1/16 inch, measured at jambs on a horizontal line
parallel to plane of wall.
c. Twist: Plus or minus 1/16 inch, measured at opposite face corners of jambs on
parallel lines, and perpendicular to plane of wall.
d. Numbness: Plus or minus 1/16 inch, measured at jambs at floor,
C. Hollow -Metal Doors: Fit hollow -metal doors accurately in frames, within clearances specified
below. Shim as necessary.
1. Non -Fire -Rated Steel Doors:
a, Between Door and Frame Jambs and Head: 1/8 inch plus or minus 1/32 inch.
b. Between Edges of Pairs of Doors: 1/8 inch to 1/4 inch plus or minus 1/32 inch.
c. At Bottom of Door: 5/8 inch plus or minus 1/32 inch.
d. Between Door Face and Stop: 1/16 inch to 1/8 inch plus or minus 1/32 inch.
2. Fire -Rated Doors: Install doors with clearances according to NFPA 80.
D. Glazing: Comply with installation requirements in Section 08 80 00 "Glazing" and with
hollow -metal manufacturer's written instructions.
1. Secure stops with countersunk flat- or oval -head machine screws spaced uniformly not
more than 9 inches o.c. and not more than 2 inches o.c. from each corner.
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3.4 ADJUSTING AND CLEANING
A. Final Adjustments: Check and readjust operating hardware items immediately before final
inspection. Leave work in complete and proper operating condition. Remove and replace
defective work, including hollow -metal work that is warped, bowed, or otherwise unacceptable.
B. Prime -Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of
prime coat and apply touchup of compatible air -drying, rust -inhibitive primer.
END OF SECTION 08 11 13
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SECTION 08 71 00 - DOOR HARDWARE
PARTI-GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes:
1. Mechanical door hardware for the following:
a. Swinging doors.
2. Electrified door hardware.
B. Related Sections:
1. Section 283111 "Fire -Alarm System" for connections to building fire -alarm system.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of product indicated. Include construction and installation details,
material descriptions, dimensions of individual components and profiles, and finishes.
B. Shop Drawings: Details of electrified door hardware, indicating the following:
1. Wiring Diagrams: For power, signal, and control wiring and including the following:
a. Details of interface of electrified door hardware and building safety and security
systems.
C. Other Action Submittals:
1. Door Hardware Schedule: Prepared by or under the supervision of Installer, detailing
fabrication and assembly of door hardware, as well as installation procedures and
diagrams. Coordinate final door hardware schedule with doors, frames, and related work
to ensure proper size, thickness, hand, function, and finish of door hardware.
a. Submittal Sequence: Submit door hardware schedule concurrent with submissions
of Product Data, Samples, and Shop Drawings. Coordinate submission of door
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hardware schedule with scheduling requirements of other work to facilitate the
fabrication of other work that is critical in Project construction schedule.
b. Format: Use same scheduling sequence and format and use same door numbers as
in the Contract Documents.
2. Keying Schedule: Prepared by or under the supervision of Installer, detailing Owner's
final keying instructions for locks. Include schematic keying diagram and index each key
set to unique door designations that are coordinated with the Contract Documents.
1.4 INFORMATIONAL SUBMITTALS
A. Product Certificates: For electrified door hardware, from the manufacturer.
1. Certify that door hardware approved for use on types and sizes of labeled fire -rated doors
complies with listed fire -rated door assemblies.
1.5 CLOSEOUT SUBMITTALS
A. Maintenance Data: For each type of door hardware to include in maintenance manuals.
Include final hardware and keying schedule.
1.6 QUALITY ASSURANCE
A. Fire -Rated Door Assemblies: Where fire -rated door assemblies are indicated, provide door
hardware rated for use in assemblies complying with NFPA 80 that are listed and labeled by a
qualified testing agency, for fire -protection ratings indicated, based on testing at positive
pressure according to NFPA 252 or UL IOC, unless otherwise indicated.
B. Electrified Door Hardware: Listed and labeled as defined in NFPA 70, Article 100, by a testing
agency acceptable to authorities having jurisdiction.
C. Means of Egress Doors: Latches do not require more than 15 lbf to release the latch. Locks do
not require use of a key, tool, or special knowledge for operation.
D. Accessibility Requirements: For door hardware on doors in an accessible route, comply with
ICC/ANSI A117.1.
1. Comply with the following maximum opening -force requirements:
a. Interior, Non -Fire -Rated Hinged Doors: 5 lbf applied perpendicular to door.
b. Fire Doors: Minimum opening force allowable by authorities having jurisdiction.
2. Adjust door closer sweep periods so that, from an open position of 70 degrees, the door
will take at least 3 seconds to move to a point 3 inches from the latch, measured to the
leading edge of the door.
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1.7 DELIVERY, STORAGE, AND HANDLING
A. Inventory door hardware on receipt and provide secure lock-up for door hardware delivered to
Project site.
B. Tag each item or package separately with identification coordinated with the final door
hardware schedule, and include installation instructions, templates, and necessary fasteners
with each item or package.
C. Deliver keys and permanent cores to Owner by registered mail or overnight package service.
1.8 COORDINATION
A. Installation Templates: Distribute for doors, frames, and other work specified to be factory
prepared. Check Shop Drawings of other work to confirm that adequate provisions are made
for locating and installing door hardware to comply with indicated requirements.
B. Electrical System Roughing -In: Coordinate layout and installation of electrified door hardware
with connections to power supplies and building safety and security systems.
C. Existing Openings: Where hardware components are scheduled for application to existing
construction or where modifications to existing door hardware are required, field verify existing
conditions and coordinate installation of door hardware to suit opening conditions and to
provide proper door operation,
1.9 WARRANTY
A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or
replace components of door hardware that fail in materials or workmanship within specified
warranty period.
Failures include, but are not limited to, the following:
a. Structural failures including excessive deflection, cracking, or breakage.
b. Faulty operation of doors and door hardware.
c. Deterioration of metals, metal finishes, and other materials beyond normal
weathering and use.
2. Warranty Period: Three years from date of Substantial Completion, unless otherwise
indicated.
a. Exit Devices: Two years from date of Substantial Completion.
b. Manual Closers: 10 years from date of Substantial Completion.
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PART 2 - PRODUCTS
2.1 SCHEDULED DOOR HARDWARE
A. Provide door hardware for each door as scheduled in Part 3 "Door Hardware Schedule" Article
to comply with requirements in this Section.
1. Door Hardware Sets: Provide quantity, item, size, finish or color indicated, and named
manufacturers' products.
2. Sequence of Operation: Provide electrified door hardware function, sequence of
operation, and interface with other building control systems indicated.
B. Designations: Requirements for design, grade, function, finish, size, and other distinctive
qualities of each type of door hardware are indicated in Part 3 "Door Hardware Schedule"
Article. Products are identified by using door hardware designations, as follows:
1. Named Manufacturers' Products: Manufacturer and product designation are listed for
each door hardware type required for the purpose of establishing minimum requirements.
Manufacturers' names are abbreviated in Part 3 "Door Hardware Schedule" Article.
2.2 HINGES
A. Hinges: BHMA A156.1. Provide template -produced hinges for hinges installed on hollow -
metal doors and hollow -metal frames.
1. Basis -of -Design Product: Subject to compliance with requirements, provide product
indicated on schedule or comparable product by one of the following:
a. Hager Companies.
b. McKinney Products Company; an ASSA ABLOY Group company.
c. Stanley Commercial Hardware; Div. of The Stanley Works,
2.3 MECHANICAL LOCKS AND LATCHES
A. Lock Functions: As indicated in door hardware schedule.
B. Lock Throw: Comply with testing requirements for length of bolts required for labeled fire
doors, and as follows:
1. Mortise Locks: Minimum 314 -inch latchbolt throw.
C. Lock Backset: 2-3/4 inches, unless otherwise indicated.
D. Lock Trim:
1. Description: As indicated on schedule by reference to manufacturer's designation.
2. Operating Device: Lever with escutcheons (roses).
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E. Strikes: Provide manufacturer's standard strike for each lock bolt or Iatchbolt complying with
requirements indicated for applicable lock or latch and with strike box and curved lip extended
to protect frame; finished to match lock or latch.
1. Flat -Lip Strikes: For locks with three-piece antifriction latchbolts, as recommended by
manufacturer.
F. Mortise Locks: BHMA A156.13; Operational Grade 1; stamped steel, case with steel or brass
pacts; Series 1000.
1, Product: Subject to compliance with requirements, provide product indicated on
schedule.
2.4 EXIT DEVICES AND AUXILIARY ITEMS
A. Exit Devices and Auxiliary Items: BHMA A156.3.
1. Product: Subject to compliance with requirements, provide product indicated on
schedule.
2.5 LOCK CYLINDERS
A. Lock Cylinders: Tumbler type, constructed from brass or bronze, stainless steel, or nickel
silver.
1. Manufacturer: As indicated on schedule.
B. Standard Lock Cylinders: BHMA A156.5; Grade 1; permanent cores that are interchangeable;
face finished to match lockset.
2.6 KEYING
A. Keying System: Factory registered, complying with guidelines in BHMA A156.28, Appendix
A. Incorporate decisions made in keying conference.
1. Existing System:
a. Master key or grand master key locks to Owner's existing system.
B. Keys: Nickel silver.
1. Stamping: Permanently inscribe each key with a visual key control number and include
the following notation:
a. Notation: Information to be furnished by Owner.
2. Quantity: In addition to one extra key blank for each lock, provide the following:
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a. Cylinder Change Keys: Three.
2.7 SURFACE CLOSERS
A. Surface Closers: BHMA A156.4; rack-and-pinion hydraulic type with adjustable sweep and
latch speeds controlled by key -operated valves and forged -steel main arm. Comply with
manufacturer's written recommendations for size of door closers depending on size of door,
exposure to weather, and anticipated frequency of use. Provide factory -sized closers,
adjustable to meet field conditions and requirements for opening force.
1. Basis -of -Design Product: Subject to compliance with requirements, provide product
indicated on schedule or comparable product by one of the following:
a. LCN Closers; an Ingersoll-Rand company.
b. Norton Door Controls; an ASSA ABLOY Group company.
c. SARGENT Manufacturing Company; an ASSA ABLOY Group company.
2.8 MECHANICAL STOPS AND HOLDERS
A. Wall- and Floor -Mounted Stops: BHMA A156.16.
1. Basis -of -Design Product: Subject to compliance with requirements, provide product
indicated on schedule or comparable product by one of the following:
a. Baldwin Hardware Corporation.
b. Hager Companies.
c. IVES Hardware; an Ingersoll-Rand company.
2.9 ELECTROMAGNETIC STOPS AND HOLDERS
A. Electromagnetic Door Holders: BHMA A156.15, Grade 1; wall -mounted electromagnetic
single unit with strike plate attached to swinging door; coordinated with fire detectors and
interface with fire alarm system for labeled fire -rated door assemblies.
Basis -of -Design Product: Subject to compliance with requirements, provide product
indicated on [Drawings] [schedule] or comparable product by one of the following:
a. DORMA Architectural Hardware; Member of The DORMA Group North
America.
b. SARGENT Manufacturing Company; an ASSA ABLOY Group company.
2.10 OVERHEAD STOPS AND HOLDERS
A. Overhead Stops and Holders: BHMA A156.8.
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Basis -of -Design Product: Subject to compliance with requirements, provide product
indicated on schedule or comparable product by one of the following:
a. Glynn -Johnson; an Ingersoll-Rand company.
b. SARGENT Manufacturing Company; an ASSA ABLOY Group company.
2.11 FABRICATION
A. Manufacturer's Nameplate: Do not provide products that have manufacturer's name or trade
name displayed in a visible location except in conjunction with required fire -rated labels and as
otherwise approved by Architect.
1. Manufacturer's identification is permitted on rim of lock cylinders only.
B. Base Metals: Produce door hardware units of base metal indicated, fabricated by forming
method indicated, using manufacturer's standard metal alloy, composition, temper, and
hardness. Furnish metals of a quality equal to or greater than that of specified door hardware
units and BHMA A156.18.
C. Fasteners: Provide door hardware manufactured to comply with published templates prepared
for machine, wood, and sheet metal screws. Provide screws that comply with commercially
recognized industry standards for application intended, except aluminum fasteners are not
permitted. Provide Phillips flat -head screws with finished heads to match surface of door
hardware, unless otherwise indicated.
1. Concealed Fasteners: For door hardware units that are exposed when door is closed,
except for units already specified with concealed fasteners. Do not use through bolts for
installation where bolt head or nut on opposite face is exposed unless it is the only means
of securely attaching the door hardware. Where through bolts are used on hollow door
and frame construction, provide sleeves for each through bolt.
2. Fire -Rated Applications:
a. Machine Screws: For the following:
1) Hinges mortised to doors or frames.
2) Strike plates to frames.
3) Closers to doors and frames.
3. Spacers or Sex Bolts: For through bolting of hollow -metal doors.
2.12 FINISHES
A. Provide finishes complying with BHMA A156.18 as indicated in door hardware schedule.
B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable,
temporary protective covering before shipping.
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C. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are
acceptable if they are within one-half of the range of approved Samples. Noticeable variations
in the same piece are not acceptable. Variations in appearance of other components are
acceptable if they are within the range of approved Samples and are assembled or installed to
minimize contrast.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine doors and frames, with Installer present, for compliance with requirements for
installation tolerances, labeled fue-rated door assembly construction, wall and floor
construction, and other conditions affecting performance.
B. Examine roughing -in for electrical power systems to verify actual locations of wiring
connections before electrified door hardware installation.
C. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Steel Doors and Frames: For surface applied door hardware, drill and tap doors and frames
according to ANSI/SDI A250.6.
3.3 INSTALLATION
A. Mounting Heights: Mount door hardware units at heights to comply -with the following unless
otherwise indicated or required to comply with governing regulations.
1. Custom Steel Doors and Frames: HMMA 831.
B. Install each door hardware item to comply with manufacturer's written instructions. Where
cutting and fitting are required to install door hardware onto or into surfaces that are later to be
painted or finished in another way, coordinate removal, storage, and reinstallation of surface
protective trim units with finishing. Do not install surface -mounted items until finishes have
been completed on substrates involved.
1. Set units level, plumb, and true to line and location. Adjust and reinforce attachment
substrates as necessary for proper installation and operation.
2. Drill and countersink units that are not factory prepared for anchorage fasteners. Space
fasteners and anchors according to industry standards.
C. Hinges: Install types and in quantities indicated in door hardware schedule but not fewer than
the number recommended by manufacturer for application indicated or one hinge for every 30
inches of door height.
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D. Lock Cylinders: Install construction cores to secure building and areas during construction
period.
I. Furnish permanent cores to Owner for installation.
3.4 ADJUSTING
A. Initial Adjustment: Adjust and check each operating item of door hardware and each door to
ensure proper operation or function of every unit. Replace units that cannot be adjusted to
operate as intended. Adjust door control devices to compensate for final operation of heating
and ventilating equipment and to comply with referenced accessibility requirements.
1. Door Closers: Adjust sweep period to comply with accessibility requirements and
requirements of authorities having jurisdiction.
3.5 CLEANING AND PROTECTION
A. Clean adjacent surfaces soiled by door hardware installation.
B. Clean operating items as necessary to restore proper function and finish.
C. Provide final protection and maintain conditions that ensure that door hardware is without
damage or deterioration at time of Substantial Completion.
3.6 DOOR HARDWARE SCHEDULE
QTY ITEM MANUFACTURER MODEL SIZE FINISH
Hardware Set #1 Corridor
1',6 Pair Butts McKinney TA786 4%z x 4/s 652 (US 26D)
I Exit Device Sargent 8915 x ETB 626 (US 26D)
1 Cylinder Best 1E74 626 (US 26D)
1 Push -Side Closer LCN 4020 Series 689 (AL)
1 Wall Stop Ives WS407CCV 626 (US 26D)
3 Silencers Ives SR65 GRY
Hardware Set #2 Corridor/Office
11/4 Pair Butts McKinney TA786 41 x 4'/x 652 (US 26D)
1 Mortise Lockset Sargent 8255 x LNB 626 (US 26D)
1 Cylinder Best 1E74 626 (US 26D)
1 Pull -Side Closer LCN 4010 Series 689 (AL)
1 Wall Stop Ives WS407CCV 626 (US 26D)
3 Silencers Ives SR65 GRY
Hardware Set #3 Office
DOOR HARDWARE 08 71 00 - 9
QTY ITEM
1 V Pair Butts
1 Mortise Lockset
1 Cylinder
1 Wall Stop
3 Silencers
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MANUFACTURER MODEL
SIZE FINISH
Hardware Set #4 Storage
1'V2 Pair Butts
1 Mortise Lockset
1 Cylinder
1 Overhead Stop
3 Silencers
Hardware Set #5 Hold -Open
1 Electromagnetic
Holder
McKinney
Sargent
Best
Ives
Ives
McKinney
Sargent
Best
Glynn -Johnson
Ives
Sargent
END OF SECTION 08 71 00
TA386
8255 x LNB
1E74
WS407CCV
SR65
TA386
8255 x LNB
1E74
90S
SR65
1560 Series
41/4 x 41/4 626 (US 26D)
626 (US 26D)
626 (US 26D)
626 (US 26D)
GRY
41/2 x 41/4 626 (US 26D)
626 (US 26D)
626 (US 26D)
626 (US 26D)
GRY
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SECTION 08 80 00 - GLAZING
PART I - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes glazing for the following products and applications, including those specified
in other Sections where glazing requirements are specified by reference to this Section:
1. Doors.
2. Interior borrowed Iites.
1.3 DEFINITIONS
A. Glass Manufacturers: Firms that produce primary glass, fabricated glass, or both, as defined in
referenced glazing publications.
B. Glass Thicknesses: Indicated by thickness designations in millimeters according to ASTM C
1036.
1.4 PERFORMANCE REQUIREMENTS
A. General: Installed glazing systems shall withstand normal thermal movement and impact loads
(where applicable) without failure, including loss or glass breakage attributable to the
following: defective manufacture, fabrication, or installation; failure of sealants or gaskets ;
deterioration of glazing materials; or other defects in construction.
1.5 ACTION SUBMITTALS
A. Product Data: For each glass product and glazing material indicated.
B. Glass Samples: For each type of the following products; 12 inches square.
1. Wired glass.
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1.6 INFORMATIONAL SUBMITTALS
A. Product Certificates: For glass and glazing products, from manufacturer.
1.7 QUALITY ASSURANCE
A. Installer Qualifications: A qualified installer who employs glass installers for this Project who
are certified under the National Glass Association's Certified Glass Installer Program.
B. Glazing Publications: Comply with published recommendations of glass product
manufacturers and organizations below, unless more stringent requirements are indicated.
Refer to these publications for glazing terms not otherwise defined in this Section or in
referenced standards.
1. GANA Publications: GANA's "Glazing Manual."
C. Safety Glazing Labeling: Where safety glazing labeling is indicated, permanently mark glazing
with certification label of the SGCC or another certification agency acceptable to authorities
having jurisdiction. Label shall indicate manufacturer's name, type of glass, thickness, and
safety glazing standard with which glass complies.
1.8 DELIVERY, STORAGE, AND HANDLING
A. Protect glazing materials according to manufacturer's written instructions. Prevent damage to
glass and glazing materials from condensation, temperature changes, direct exposure to sun, or
other causes.
1,9 PROJECT CONDITIONS
A. Environmental Limitations: Do not proceed with glazing when ambient and substrate
temperature conditions are outside limits permitted by glazing material manufacturers and
when glazing channel substrates are wet from rain, frost, condensation, or other causes.
PART 2 - PRODUCTS
2.1 GLASS PRODUCTS, GENERAL
A. Thickness: Where glass thickness is indicated, it is a minimum. Provide glass lites in
thicknesses as needed to comply with requirements indicated.
2.2 GLASS PRODUCTS
A. Film -Faced Polished Wired Glass: ASTM C 1036, Type II, Class 1 (clear), Form I, Quality -
Q6 and complying with testing requirements in 16 CFR 1201 for Category II materials.
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1. Products: Subject to compliance with requirements, provide the following:
a. Technical Glass Products; WireLite 11 TT.
2. Mesh: M1 (diamond).
2.3 GLAZING SEALANTS
A. General:
1. Compatibility: Provide glazing sealants that are compatible with one another and with
other materials they will contact, including glass products and glazing channel substrates,
under conditions of service and application, as demonstrated by sealant manufacturer
based on testing and Feld experience.
2. Suitability: Comply with sealant and glass manufacturers' written instructions for
selecting glazing sealants suitable for applications indicated and for conditions existing at
time of installation.
3. Sealants shall have a VOC content of not more than 250 g/L when calculated according
to 40 CFR 59, Subpart D (EPA Method 24).
4. Colors of Exposed Glazing Sealants: As selected by Architect from manufacturer's full
range.
B. Glazing Sealant: Neutral -curing silicone glazing sealant complying with ASTM C 920, Type
S, Grade NS, Class 50, Use NT.
Products: Subject to compliance with requirements, provide one of the following:
a. Dow Corning Corporation; 79) or 795.
b. GE Advanced Materials - Silicones; SilGlaze ff SCS2800 or UltraPrufII SCS2900.
c. Pecora Corporation; 864 or 895.
2.4 GLAZING TAPES
A. Expanded Cellular Glazing Tapes: Closed -cell, PVC foam tapes; factory coated with adhesive
on both surfaces; and complying with AAMA 800 for the following types:
1. AAMA 810.1, Type 1, for glazing applications in which tape acts as the primary sealant,
2. AAMA 810.1, Type 2, for glazing applications in which tape is used in combination with
a full bead of liquid sealant.
2.5 MISCELLANEOUS GLAZING MATERIALS
A. General: Provide products of material, size, and shape complying with referenced glazing
standard, requirements of manufacturers of glass and other glazing materials for application
indicated, and with a proven record of compatibility with surfaces contacted in installation.
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B. Cleaners, Primers, and Sealers: Types recommended by sealant or gasket manufacturer.
C. Setting Blocks: Elastomeric material with a Shore, Type A durometer hardness of 85, plus or
minus 5.
D. Spacers: Elastomeric blocks or continuous extrusions of hardness required by glass
manufacturer to maintain glass lites in place for installation indicated.
E. Edge Blocks: Elastomeric material of hardness needed to limit glass lateral movement (side
walking).
F. Cylindrical Glazing Sealant Backing: ASTM C 1330, Type 0 (open -cell material), of size and
density to control glazing sealant depth and otherwise produce optimum glazing sealant
performance.
G. Perimeter Insulation for Fire -Resistive Glazing: Product that is approved by testing agency that
listed and labeled fire-resistant glazing product with which it is used for application and fire -
protection rating indicated,
2.6 FABRICATION OF GLAZING UNITS
A. Fabricate glazing units in sizes required to fit openings indicated for Project, with edge and face
clearances, edge and surface conditions, and bite complying with written instructions of product
manufacturer and referenced glazing publications, to comply with system performance
requirements.
2,7 MONOLITHIC -GLASS TYPES
A. Glass Type WG: Film -faced polished wired glass.
1. Thickness: 6.0 mm.
2. Provide safety -glazing labeling.
PART 3 - EXECUTION
3.1 EXAMINATION
Examine framing, glazing channels, and stops, with Installer present, for compliance with the
following:
1. Manufacturing and installation tolerances, including those for size, squareness, and
offsets at corners.
2, Minimum required face and edge clearances.
3. Effective sealing between joints of glass -framing members.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
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3.2 PREPARATION
A. Clean glazing channels and other framing members receiving glass immediately before glazing.
Remove coatings not firmly bonded to substrates.
B. Examine glazing units to locate exterior and interior surfaces. Label or mark units as needed so
that exterior and interior surfaces are readily identifiable. Do not use materials that will leave
visible marks in the completed work.
3.3 GLAZING, GENERAL
A. Comply with combined written instructions of manufacturers of glass, sealants, gaskets, and
other glazing materials, unless more stringent requirements are indicated, including those in
referenced glazing publications.
B. Adjust glazing channel dimensions as required by Project conditions during installation to
provide necessary bite on glass, minimum edge and face clearances, and adequate sealant
thicknesses, with reasonable tolerances.
C. Protect glass edges from damage during handling and installation. Remove damaged glass
from Project site and legally dispose of off Project site. Damaged glass is glass with edge
damage or other imperfections that, when installed, could weaken glass and impair performance
and appearance.
D. Apply primers to joint surfaces where required for adhesion of sealants, as determined by
preconstruction testing.
E. Install setting blocks in sill rabbets, sized and located to comply with referenced glazing
publications, unless otherwise required by glass manufacturer. Set blocks in thin course of
compatible sealant suitable for heel bead.
F. Do not exceed edge pressures stipulated by glass manufacturers for installing glass lites.
G. Provide spacers for glass lites where length plus width is larger than 50 inches.
I. Locate spacers directly opposite each other on both inside and outside faces of glass.
Install correct size and spacing to preserve required face clearances, unless gaskets and
glazing tapes are used that have demonstrated ability to maintain required face clearances
and to comply with system performance requirements.
2. Provide 118 -inch minimum bite of spacers on glass and use thickness equal to sealant
width. With glazing tape, use thickness slightly less than final compressed thickness of
tape.
H. Provide edge blocking where indicated or needed to prevent glass lites from moving sideways
in glazing channel, as recommended in writing by glass manufacturer and according to
requirements in referenced glazing publications.
I. Set glass lites in each series with uniform pattern, draw, bow, and similar characteristics.
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3.4 TAPE GLAZING
A. Position tapes on fixed stops so that, when compressed by glass, their exposed edges are flush
with or protrude slightly above sightline of stops.
B. Install tapes continuously, but not necessarily in one continuous length. Do not stretch tapes to
make them fit opening.
C. Cover vertical framing joints by applying tapes to heads and sills first and then to jambs. Cover
horizontal framing joints by applying tapes to jambs and then to heads and sills.
D. Place joints in tapes at corners of opening with adjoining lengths butted together, not lapped.
Seal joints in tapes with compatible sealant approved by tape manufacturer.
E. Do not remove release paper from tape until right before each glazing unit is installed.
F. Apply heel bead of elastomeric sealant.
G. Center glass lites in openings on setting blocks and press firmly against tape by inserting dense
compression gaskets formed and installed to lock in place against faces of removable stops.
Start gasket applications at corners and work toward centers of openings.
H. Apply cap bead of elastomeric sealant over exposed edge of tape.
3.5 CLEANING AND PROTECTION
A. Protect exterior glass from damage immediately after installation by attaching crossed
streamers to framing held away from glass. Do not apply markers to glass surface. Remove
nonpermanent labels and clean surfaces.
B. Protect glass from contact with contaminating substances resulting from construction
operations. If, despite such protection, contaminating substances do come into contact with
glass, remove substances immediately as recommended in writing by glass manufacturer.
C. Remove and replace glass that is broken, chipped, cracked, or abraded or that is damaged from
natural causes, accidents, and vandalism, during construction period.
D. Wash glass on both exposed surfaces in each area of Project not more than four days before
date scheduled for inspections that establish date of Substantial Completion. Wash glass as
recommended in writing by glass manufacturer.
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SECTION 09 22 16 - NON-STRUCTURAL METAL FRAMING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 0I Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Non -load-bearing steel framing systems for interior gypsum board assemblies,
2. Suspension systems for interior gypsum ceilings, soffits, and grid systems.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of product.
1.4 INFORMATIONAL SUBMITTALS
A. Evaluation Reports: For dimpled steel studs and runners and firestop tracks, from ICC -ES.
PART 2 -PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Fire -Test -Response Characteristics: For fire -resistance -rated assemblies that incorporate non -
load -bearing steel framing, provide materials and construction identical to those tested in
assembly indicated, according to ASTM E 1 1 9 by an independent testing agency.
2.2 FRAMING SYSTEMS
A. Framing Members, General: Comply with ASTM C 754 for conditions indicated.
I. Steel Sheet Components: Comply with ASTM C 645 requirements for metal unless
otherwise indicated.
2. Protective Coating: ASTM A 653/A 653M, G40 , hot -dip galvanized unless otherwise
indicated.
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B. Studs and Runners: ASTM C 645. Use either steel studs and runners or dimpled steel studs
and runners.
1. Steel Studs and Runners:
a. Minimum Base -Metal Thickness: 0.033 inch.
b. Depth: As indicated on Drawings.
2. Dimpled Steel Studs and Runners:
a. Minimum Base -Metal Thickness: 0.025 inch.
b. Depth: As indicated on Drawings.
C. Slip -Type Head Joints: Where indicated, provide one of the following:
1. Double -Runner System: ASTM C 645 top runners, inside runner with 2 -inch- deep
flanges in thickness not less than indicated for studs and fastened to studs, and outer
runner sized to friction fit inside runner.
2. Deflection Track: Steel sheet top runner manufactured to prevent cracking of finishes
applied to interior partition framing resulting from deflection of structure above; in
thickness not less than indicated for studs and in width to accommodate depth of studs.
a. Products: Subject to compliance with requirements, provide one of the following:
1) Dietrich Metal Framing; SLP -TRK Slotted Deflection Track.
2) MBA Building Supplies; Slotted Deflecto .Track.
3) Steel Network Inc. (The); VertiTrack VTD Series. -
4) Superior Metal Trim; Superior Flex Track System (SFT).
D. Firestop Tracks: Top runner manufactured to allow partition heads to expand and contract with
movement of the structure while maintaining continuity of fire -resistance -rated assembly
indicated; in thickness not less than indicated for studs and in width to accommodate depth of
studs.
1. Products: Subject to compliance with requirements, provide on.e of the following:
a. Fire Trak Corp:; Fire Trak System attached to studs with Fire Trak Posi Klip.
b. Grace Construction Products; FlameSafe FlowTrak System.
e. Metal -Lite, Inc.; The System.
2.3 SUSPENSION SYSTEMS
A. Wire Hangers: ASTM A 641/A 641M, Class I zinc coating, soft temper, 0.16 inch in diameter.
B. Grid Suspension System for Gypsum Board Ceilings: ASTM C 645, direct -hung system
composed of main beams and cross -furring members that interlock.
1. Products: Subject to compliance with requirements, provide one of the following:
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a. Armstrong World Industries, Inc.; Drywall Grid Systems.
b. Chicago Metallic Corporation; Drywall Grid System.
c. USG Corporation; Drywall Suspension System.
2A AUXILIARY MATERIALS
A. General: Provide auxiliary materials that comply with referenced installation standards.
I. Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding
power, and other properties required to fasten steel members to substrates.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine areas and substrates, with Installer present, and including welded hollow -metal
frames; cast -in anchors, and structural framing, for compliance with requirements and other
conditions affecting performance of the Work.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 INSTALLATION, GENERAL
A. Installation Standard: ASTM C 754.
I. Gypsum Board Assemblies: Also comply with requirements in ASTM C 840 that apply
to framing installation.
B. Install supplementary framing, and blocking to support fixtures, equipment services, heavy
trim, or similar construction.
C. Install bracing at terminations in assemblies.
D. Do not bridge building control and expansion joints with non -load-bearing steel framing
members. Frame both sides of joints independently.
3.3 INSTALLING FRAMED ASSEMBLIES
A. Install framing system components according to spacings indicated, but not greater than
spacings required by referenced installation standards for assembly types.
B. Install studs so flanges within framing system point in same direction.
C. Install tracks (runners) at floors and overhead supports. Extend framing full height to structural
supports or substrates above suspended ceilings except where partitions are indicated to
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terminate at suspended ceilings. Continue framing around ducts penetrating partitions above
ceiling.
1. Slip -Type Head Joints: Where framing extends to overhead structural supports, install to
produce joints at tops of framing systems that prevent axial loading of finished
assemblies.
2. Door Openings: Screw vertical studs at jambs to jamb anchor clips on door frames; -
instalI runner track section (for cripple studs) at head and secure to jamb studs.
a. Install two studs at each jamb unless otherwise indicated.
b. Extend jamb studs through suspended ceilings and attach to underside of overhead
structure.
3. Other Framed Openings: Frame openings other than door openings the same as required
for door openings unless otherwise indicated. Install framing below sills of openings to
match framing required above door heads.
4. Fire -Resistance -Rated Partitions: Install framing to comply with fire -resistance -rated
assembly indicated and support closures and to make partitions continuous from floor to
underside of solid structure.
a. Firestop Track: Where indicated, install to maintain continuity of fire -resistance -
rated assembly indicated.
D. Installation Tolerance: Install each framing member so fastening surfaces vary not more than
1/8 inch from the plane formed by faces of adjacent framing.
3.4 INSTALLING SUSPENSION SYSTEMS
A. install suspension system components according to spacings indicated, but not greater than
spacings required by referenced installation standards for assembly types.
B. Isolate suspension systems from building structure where they abut or are penetrated by
building structure to prevent transfer of loading imposed by structural movement.
C. Suspend hangers from building structure as follows:
1. Install hangers plumb and free from contact with insulation or other objects within ceiling
plenum that are not part of supporting structural or suspension system.
a. Splay hangers only where required to miss obstructions and offset resulting
horizontal forces by bracing, countersplaying, or other equally effective means.
2. Where width of ducts and other construction within ceiling plenum produces. hanger
spacings. that interfere with locations of hangers required to support standard suspension
system members, install supplemental suspension members and hangers in the form of
trapezes or equivalent devices.
3. Wire Hangers: Secure by looping and wire tying, either directly to structures or to
inserts, eye screws, or other devices and fasteners that are secure and appropriate for
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substrate, and in a manner that will not cause hangers to deteriorate or otherwise fail.
4. Do not connect or suspend steel framing from ducts, pipes, or conduit.
D. Grid Suspension Systems: Attach perimeter wall track or angle where grid suspension systems
meet vertical surfaces. Mechanically join main beam and cross -furring members to each other
and butt -cut to fit into wall track.
E. Installation Tolerances: Install suspension systems that are level to within 1/8 inch in 12 feet
measured lengthwise on each member that will receive finishes and transversely between
parallel members that will receive finishes.
END OF SECTION 09 22 16
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