B09_Attachment_40_-_08_91_19_-_FIXED_LOUVERS_0007.pdf
PDF 136 KB Posted
- Solicitation number
- 140P2024R0114
About this file
This document is a technical specification for fixed louvers for the HAVO 305150B project at Hawaii Volcanoes National Park. The key details are:
The specification covers the requirements for the fixed louvers, including structural performance, testing standards, fabrication, and installation. It specifies that the louvers must be obtained from a single manufacturer and provides details on frame types, finishes, and assembly. The specification also outlines inspection, preparation, and installation procedures, as well as cleaning and touch-up requirements.
The related federal contract opportunity is a solicitation (Solicitation Number 140P2024R0114) for the Kilauea Visitor Center (KVC) Phase II project, which includes rehabilitation of the existing KVC, demolition and replacement of an adjacent comfort station, and replacement of the KVC lanai. The project is being implemented by the Department of the Interior National Park Service National Office.
View the file
Other files
Show 40 more
Latest 50 of 72 listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
HAVO – 305150B 08 91 19
FIXED LOUVERS
SECTION 08 91 19 - FIXED LOUVERS
PART 1 - GENERAL
1.1 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 axis of the blades are horizontal).
C. Wind-Driven-Rain-Resistant Louver: Louver that provides specified wind-driven-rain performance, as determined by testing in accordance with AMCA 500-L.
1.2 SUBMITTALS
A. Product data
1.3 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 fixed 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. Structural Performance: Louvers 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 are considered to act normal to the face of the building.
1. Wind Loads:
a. Determine loads based on a uniform pressure of Vult=130 mph, acting inward or outward.
danah.palik Cloud
B. 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 in accordance with AMCA 500-L.
C. SMACNA Standard: Comply with recommendations in SMACNA's "Architectural Sheet Metal Manual" for fabrication, construction details, and installation procedures.
FABRICATION
D. 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.
E. Maintain equal louver blade spacing, including separation between blades and frames at head and sill, to produce uniform appearance.
F. 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.
G. Include supports, anchorages, and accessories required for complete assembly.
H. Provide subsills made of same material as louvers for recessed louvers.
I. 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.
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 weathertight 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.
F. Install concealed gaskets, flashings, joint fillers, and insulation as louver installation progresses, where weathertight 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
| 1.2 SUBMITTALS |
| A. Field Measurements: Verify actual dimensions of openings by field measurements before fabrication. |
| A. Source Limitations: Obtain fixed louvers from single source from a single manufacturer where indicated to be of same type, design, or factory-applied color finish. |
| A. Structural Performance: Louvers 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-bla... |
| A. Examine substrates and openings, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. |
| 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. |
File details come from the government source that posted it. Updated .