HomeMy WebLinkAbout08 91 19 Fixed Louvers.DOCPEDCOR SQUARE; BUILDING 5
08 91 19 -
PEDCOR SQUARE Issue Date 12.18.15 FIXED LOUVERS
PEDCOR SQUARE; BUILDING 5
SECTION 08 91 19 - FIXED LOUVERS
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. Fixed, extruded-aluminum louvers.
B. Related Requirements:
1. Section 09 91 00 "Painting" for field painting louvers.
1.3 DEFINITIONS
A. Louver Terminology: Definitions of terms for metal louvers contained in AMCA 501 apply to this
Section unless otherwise defined in this Section or in referenced standards.
B. Horizontal Louver: Louver with horizontal blades (i.e., the axes of the blades are horizontal).
C. Vertical Louver: Louver with vertical blades (i.e., the axes of the blades are vertical).
D. Drainable-Blade Louver: Louver with blades having gutters that collect water and drain it to
channels in jambs and mullions, which carry it to bottom of unit and away from opening.
E. Wind-Driven-Rain-Resistant Louver: Louver that provides specified wind-driven rain
performance, as determined by testing according to AMCA 500-L.
1.4 ACTION SUBMITTALS
A. Product Data: For each type of product.
1. For louvers specified to bear AMCA seal, include printed catalog pages showing
specified models with appropriate AMCA Certified Ratings Seals.
B. Shop Drawings: For louvers and accessories. Include plans, elevations, sections, details, and
attachments to other work. Show frame profiles and blade profiles, angles, and spacing.
1. Show weep paths, gaskets, flashing, sealant, and other means of preventing water
intrusion.
2. Show mullion profiles and locations.
C. Samples: For each type of metal finish required.
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D. Delegated-Design Submittal: For louvers indicated to comply with structural and seismic
performance requirements, including analysis data signed and sealed by the qualified
professional engineer responsible for their preparation.
1.5 INFORMATIONAL SUBMITTALS
A. Product Test Reports: Based on evaluation of comprehensive tests performed according to
AMCA 500-L by a qualified testing agency or by manufacturer and witnessed by a qualified
testing agency, for each type of louver and showing compliance with performance requirements
specified.
B. Windborne-debris-impact-resistance test reports.
1.6 QUALITY ASSURANCE
A. Welding Qualifications: Qualify procedures and personnel according to the following:
1. AWS D1.2, "Structural Welding Code - Aluminum."
1.7 FIELD CONDITIONS
A. Field Measurements: Verify actual dimensions of openings by field measurements before
fabrication.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Source Limitations: Obtain louvers from single source from a single manufacturer where
indicated to be of same type, design, or factory-applied color finish.
2.2 PERFORMANCE REQUIREMENTS
A. Delegated Design: Design louvers, including comprehensive engineering analysis by a qualified
professional engineer, using structural and seismic performance requirements and design
criteria indicated.
B. Structural Performance: Louvers shall withstand the effects of gravity loads and the following
loads and stresses within limits and under conditions indicated without permanent deformation
of louver components, noise or metal fatigue caused by louver-blade rattle or flutter, or
permanent damage to fasteners and anchors. Wind pressures shall be considered to act
normal to the face of the building.
1. Wind Loads: Determine loads based on pressures as indicated on Drawings.
C. Windborne-Debris-Impact Resistance: Louvers located within 30 feet of grade shall pass basic-
protection, large-missile testing requirements in ASTM E 1996 when tested according to
ASTM E 1886. Test specimens shall be no smaller in width and length than louvers indicated
for use on Project.
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D. Seismic Performance: Louvers, including attachments to other construction, shall withstand the
effects of earthquake motions determined according to ASCE/SEI 7.
E. Louver Performance Ratings: Provide louvers complying with requirements specified, as
demonstrated by testing manufacturer's stock units identical to those provided, except for length
and width according to AMCA 500-L.
F. Thermal Movements: Allow for thermal movements from ambient and surface temperature
changes.
1. Temperature Change (Range): 120 deg F, ambient; 180 deg F, material surfaces.
G. SMACNA Standard: Comply with recommendations in SMACNA's "Architectural Sheet Metal
Manual" for fabrication, construction details, and installation procedures.
2.3 FIXED, EXTRUDED-ALUMINUM LOUVERS
A. Horizontal, Continuous-Line, Drainable-Blade Louver: Drainable-blade louver with blade gutters
(drains) in rear two-thirds of blades only and with semi-recessed mullions capable of collecting
and draining water from blades.
1. Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
a. Airolite Company, LLC (The).
b. Arrow United Industries; a division of Mestek, Inc.
c. Construction Specialties, Inc.
d. Greenheck Fan Corporation.
2. Louver Depth: 6 inches.
3. Frame and Blade Nominal Thickness: Not less than 0.080 inch.
4. Louver Performance Ratings:
a. Free Area: Not less than 7.8 sq. ft. for 48-inch- wide by 48-inch- high louver.
b. Point of Beginning Water Penetration: Not less than 850 fpm.
c. Air Performance: Not more than 0.10-inch wg static pressure drop at 800-fpm
free-area exhaust velocity.
2.4 LOUVER SCREENS
A. General: Provide screen at louvers indicated.
1. Screen Location for Fixed Louvers: Interior face.
2. Screening Type: Bird screening.
B. Secure screen frames to louver frames with machine screws with heads finished to match
louver, spaced a maximum of 6 inches from each corner and at 12 inches o.c.
C. Louver Screen Frames: Fabricate with mitered corners to louver sizes indicated.
1. Metal: Same type and form of metal as indicated for louver to which screens are
attached. Reinforce extruded-aluminum screen frames at corners with clips.
2. Finish: Same finish as louver frames to which louver screens are attached.
3. Type: Rewirable frames with a driven spline or insert.
D. Louver Screening for Aluminum Louvers:
1. Bird Screening: Stainless steel, 1/2-inch- square mesh, 0.047-inch wire.
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2.5 BLANK-OFF PANELS
A. Uninsulated, Blank-Off Panels: Metal sheet attached to back of louver.
1. Aluminum sheet for aluminum louvers, not less than 0.050-inch nominal thickness.
2. Panel Finish: Same finish applied to louvers.
3. Attach blank-off panels with clips.
2.6 MATERIALS
A. Aluminum Extrusions: ASTM B 221, Alloy 6063-T5, T-52, or T6.
B. Aluminum Sheet: ASTM B 209, Alloy 3003 or 5005 with temper as required for forming, or as
otherwise recommended by metal producer for required finish.
C. Fasteners: Use types and sizes to suit unit installation conditions.
1. Use Phillips flat-head screws for exposed fasteners unless otherwise indicated.
2. For fastening aluminum, use aluminum or 300 series stainless-steel fasteners.
3. For color-finished louvers, use fasteners with heads that match color of louvers.
D. Post-installed Fasteners for Concrete and Masonry: Torque-controlled expansion anchors,
made from stainless-steel components, with capability to sustain, without failure, a load equal to
4 times the loads imposed, for concrete, or 6 times the load imposed for masonry, as
determined by testing according to ASTM E 488, conducted by a qualified independent testing
agency.
E. Bituminous Paint: Cold-applied asphalt emulsion complying with ASTM D 1187.
2.7 FABRICATION
A. Factory assemble louvers to minimize field splicing and assembly. Disassemble units as
necessary for shipping and handling limitations. Clearly mark units for reassembly and
coordinated installation.
B. Maintain equal louver blade spacing, including separation between blades and frames at head
and sill, to produce uniform appearance.
C. Fabricate frames, including integral sills, to fit in openings of sizes indicated, with allowances
made for fabrication and installation tolerances, adjoining material tolerances, and perimeter
sealant joints.
1. Frame Type: Channel unless otherwise indicated.
D. Include supports, anchorages, and accessories required for complete assembly.
E. Provide vertical mullions of type and at spacings indicated, but not more than is recommended
by manufacturer, or 72 inches o.c., whichever is less.
1. Fully Recessed Mullions: Where indicated, provide mullions fully recessed behind louver
blades. Where length of louver exceeds fabrication and handling limitations, fabricate
with close-fitting blade splices designed to permit expansion and contraction.
F. Provide subsills made of same material as louvers for recessed louvers.
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G. Join frame members to each other and to fixed louver blades with fillet welds concealed from
view , threaded fasteners, or both, as standard with louver manufacturer unless otherwise
indicated or size of louver assembly makes bolted connections between frame members
necessary.
2.8 ALUMINUM FINISHES
A. Finish louvers after assembly.
B. High-Performance Organic Finish: Two-coat fluoropolymer finish complying with AAMA 2604
and containing not less than 70 percent PVDF resin by weight in color coat. Prepare, pretreat,
and apply coating to exposed metal surfaces to comply with coating and resin manufacturers'
written instructions.
1. Color and Gloss: As selected by Architect from manufacturer's full range.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates and openings, with Installer present, for compliance with requirements for
installation tolerances and other conditions affecting performance of the Work.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Coordinate setting drawings, diagrams, templates, instructions, and directions for installation of
anchorages that are to be embedded in concrete or masonry construction. Coordinate delivery
of such items to Project site.
3.3 INSTALLATION
A. Locate and place louvers level, plumb, and at indicated alignment with adjacent work.
B. Use concealed anchorages where possible. Provide brass or lead washers fitted to screws
where required to protect metal surfaces and to make a weather tight connection.
C. Form closely fitted joints with exposed connections accurately located and secured.
D. Provide perimeter reveals and openings of uniform width for sealants and joint fillers, as
indicated.
E. Protect unpainted galvanized and nonferrous-metal surfaces that are in contact with concrete,
masonry, or dissimilar metals from corrosion and galvanic action by applying a heavy coating of
bituminous paint or by separating surfaces with waterproof gaskets or nonmetallic flashing.
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F. Install concealed gaskets, flashings, joint fillers, and insulation as louver installation progresses,
where weather tight louver joints are required. Comply with Section 079200 "Joint Sealants" for
sealants applied during louver installation.
3.4 ADJUSTING AND CLEANING
A. Clean exposed louver surfaces that are not protected by temporary covering, to remove
fingerprints and soil during construction period. Do not let soil accumulate during construction
period.
B. Before final inspection, clean exposed surfaces with water and a mild soap or detergent not
harmful to finishes. Thoroughly rinse surfaces and dry.
C. Restore louvers damaged during installation and construction so no evidence remains of
corrective work. If results of restoration are unsuccessful, as determined by Architect, remove
damaged units and replace with new units.
1. Touch up minor abrasions in finishes with air-dried coating that matches color and gloss
of, and is compatible with, factory-applied finish coating.
END OF SECTION 08 91 19