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2009-192
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Last modified
3/10/2016 11:41:36 AM
Creation date
9/30/2015 11:37:50 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
07/14/2009
Control Number
2009-192
Agenda Item Number
8.I.
Entity Name
DeAngelis Diamond Construction
Subject
Contract IRC Parks Maintenance Complex
Area
5500 77th St.
Project Number
0701
Bid Number
2009043
Supplemental fields
SmeadsoftID
6815
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2. Fimbel Door Corporation <br /> 3 . Ideal Garage Doors <br /> 4. Amarr Garage Doors <br /> 5. Arm-R-Lite <br /> 6. Raynor <br /> 7. Wayne Dalton <br /> 8. Overhead Door Corporation <br /> 9. Windsor Door <br /> 2.02 INSULATED STEEL SECTIONAL DOORS <br /> A. Sectional Door Assembly: Metal/foam/metal sandwich panel construction, with <br /> EPDM thermal break and ship-lap panel design. Units shall have the following <br /> characteristics: <br /> 1 . Panel thickness: 15/8" to 2". <br /> 2. Exterior Surface: Ribbed, textured, or similar pattern. <br /> 3 . Exterior Steel: .015 inch, (28 gauge) or .018 inch (26 gauge). Refer to the <br /> requirements of Article 2.09 below for locales within the High Velosity Hurricane <br /> Zones. <br /> 4. End Stiles: 16 gauge. <br /> 5. High Cycle Springs: 75,000 cycles minimum. <br /> 6. Insulation: CFC-free and HCFC-free polyurethane, fully encapsulated. <br /> 7. Thermal Values: R-value of 14. 0 minimum. <br /> 8. Air Infiltration: 0.08 cfm at 15 mph; 0.08 cfm at 25 mph. <br /> 2.03 WEATHER SEAL <br /> A. Bottom door section shall have factory installed continuous flexible EPDM rubber <br /> bulb-type strip at bottom. <br /> B. Provide factory supplied jamb and head weatherstripping attached to the masonry <br /> and steel jambs. Color of weatherstripping frame to match wall or sectional doors. <br /> 2.04 FINISH <br /> A. Finish and Color: Factory two coat baked-on polyester with white exterior and <br /> white interior color. <br /> 2.05 GLAZING <br /> A. (When specified on door schedule). Glass lite sizes depend on door size, stile and <br /> rail arrangements, and shall be substituted for galvanized steel panels as directed by <br /> Architect. Openings shall accommodate standard 9/16" impact rated glass. <br /> 2.06 COUNTERBALANCE <br /> A. Counterbalance shall be oil-tempered helical-wound, torsion springs mounted on a <br /> crossheader shaft. Springs shall be engineered for industrial application and shall <br /> be the minimum 75,000 High Cycle type. Stainless steel aircraft-type lift cables <br /> shall have a minimum safety factor of 7 to 1 . <br /> 08362-2 <br />
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