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601 4th Avenue Schematic Design Project Specification March 2009 ...

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<strong>601</strong> Fourth <strong>Avenue</strong> OUTLINE SPECIFICATION<br />

Seattle, Washington<br />

084413 – GLAZED ALUMINUM CURTAIN WALLS<br />

Page 6 of 10<br />

C. Wind Loads: Curtain wall system, including anchorage, capable of withstanding wind-load design<br />

pressures calculated according to requirements of authorities having jurisdiction or the American<br />

Society of Civil Engineers' ASCE 7, "Minimum <strong>Design</strong> Loads for Buildings and Other Structures,"<br />

6.4.2, "Analytical Procedure," whichever are more stringent.<br />

D. Deflection of framing members in a direction normal to wall plane is limited to 1/200 of clear span or<br />

1/2 inch, whichever is smaller, unless otherwise indicated.<br />

E. Windborne-Debris-Impact-Resistance Performance: Pass missile-impact and cyclic-pressure tests<br />

when tested according to ASTM E 1886 and testing information in ASTM E 1996 for Wind Zone<br />

applicable to <strong>Project</strong> location.<br />

.1 Large-Missile Test: For glazed openings located within 30 feet of grade.<br />

.2 Small-Missile Test: For glazed openings located more than 30 feet above grade.<br />

F. Test Performance: Curtain wall system shall not evidence material failures, structural distress, or<br />

permanent deformation of main framing members exceeding 0.2 percent of clear span when tested<br />

according to ASTM E 330.<br />

.1 Test Pressure: 150 percent of inward and outward wind-load design pressures.<br />

.2 Duration: As required by design wind velocity; fastest 1 mile wind for relevant exposure category.<br />

G. Seismic Loads: Curtain wall system, including anchorage, capable of withstanding the effects of<br />

earthquake motions calculated according to requirements of authorities having jurisdiction or ASCE<br />

7, "Minimum <strong>Design</strong> Loads for Buildings and Other Structures," Section 9, "Earthquake Loads,"<br />

whichever are more stringent.<br />

H. Story Drift: Accommodate design displacement of adjacent stories indicated.<br />

I. Dead Loads: Provide a minimum 1/8-inch clearance between members and top of fixed panels,<br />

glazing, or other fixed part immediately below. Provide a minimum 1/16-inch clearance between<br />

members and operable windows and doors.<br />

J. Live Loads: Curtain wall system, including anchorage, to accommodate supporting structure's deflection<br />

from uniformly distributed and concentrated live loads indicated without failure of materials or<br />

permanent deformation.<br />

K. Air Infiltration: Provide curtain wall system with permanent resistance to air leakage through system<br />

of not more than 0.06 cfm/sq. ft. of fixed wall area when tested according to ASTM E 283 at a static-air-pressure<br />

difference of 6.24 lbf/sq. ft.<br />

L. Water Penetration: Curtain wall system shall not evidence water leakage when tested according to<br />

ASTM E 331 at minimum differential pressure of 20 percent of inward acting wind-load design<br />

pressure as defined by ASCE 7, "Minimum <strong>Design</strong> Loads for Buildings and Other Structures," but<br />

not less than 15 lbf/sq. ft.<br />

M. Energy Performance: Glazed aluminum curtain walls shall have certified and labeled energy performance<br />

ratings in accordance with NFRC.<br />

.1 Thermal Resistance of System Excluding Vision Areas: [R 13] as determined according to<br />

NFRC 100.<br />

.2 Condensation Resistance: No condensation on interior surfaces under design conditions as<br />

determined according to NFRC 500.<br />

.3 Solar Heat Gain Coefficient: Fixed glazing and framing areas shall have a solar heat gain<br />

coefficient of no greater than [0.35] [0.40] [0.45] as determined according to NFRC 200.<br />

.4 Thermal Transmittance (U-value) for Glazing: Not greater than [0.29 Btu/sq.ft x h x deg F<br />

(1.6 W/m²K)].<br />

.5 Total Solar Transmission (G-value) for Glazing: Maximum 0.76.<br />

19 December, 2008 Foster + Partners

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