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substitution request - Alliance Construction Solutions

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PART 2 PRODUCTS<br />

2.1 MANUFACTURERS<br />

A. Acceptable Manufacturer: Insulfoam, a Carlisle Company, which is located at: 6004<br />

N. Westgate Blvd. Suite 120 ; Tacoma, WA 98406; Toll Free Tel: 800-248-5995; Tel:<br />

253-572-5111; Email: <strong>request</strong> info (info@insulfoam.com); Web: www.insulfoam.com<br />

B. Substitutions: Not permitted.<br />

2.2 MATERIALS<br />

A. Geo-Synthetic Fill: InsulFoam GF shall conform to ÅSTM D 6817 and may be<br />

fabricated using material with recycled content. Blocks shall have a height of at least<br />

36 inches (.91 m), a width of at least 48 inches (1.22 m), and length of at least 96<br />

inches (2.44 m). Blocks shall be within tolerances of 0.5 percent of respective<br />

height, width and length dimensions. Additional field and/or shop trimming and<br />

cutting shall be required as necessitated by the geometry of the fill being<br />

constructed.<br />

1. Type EPS15: Physical Properties when tested in accordance with ASTM D<br />

6817 shall be:<br />

a. Density shall be a minimum of 0.90 lb/ft3 (14.4 kg/m3) when tested in<br />

accordance with ASTM D 1622.<br />

b. Compressive Resistance at 1 percent deformation shall be a minimum<br />

of 3.6 psi (25 kPa) when tested in accordance with ÅSTM D 1621.<br />

c. Flexural Strength shall be a minimum of 25.0 psi (172 kPa) when<br />

tested in accordance with ÅSTM C 203.<br />

d. Elastic Modulus shall be a minimum of 360 psi (2500 kPA) when tested<br />

in accordance with ÅSTM C 203.<br />

e. Oxygen Index shall have a minimum volume of 24.0 percent when<br />

tested in accordance with ASTM C 2863.<br />

B. Connectors: Connectors shall be galvanized steel multi-barbed connectors or a<br />

urethane adhesive as recommended by the manufacturer. Each connector shall<br />

have a lateral holding strength of at least 60 lbs (27.22 kg) when tested with an<br />

EPS15 Geofoam.<br />

PART 3 EXECUTION<br />

3.1 EXAMINATION<br />

A. Do not begin installation until substrates have been properly prepared.<br />

B. If substrate preparation is the responsibility of another installer, notify Architect of<br />

unsatisfactory preparation before proceeding.<br />

3.2 PREPARATION<br />

A. Clean surfaces thoroughly prior to installation.<br />

B. Prepare surfaces for uniform bearing using the methods recommended by the<br />

manufacturer for achieving the best result for the substrate under the project<br />

conditions.<br />

3.3 INSTALLATION<br />

A. Install in accordance with manufacturer's instructions.<br />

Project No.: 10145 LIGHTWEIGHT GEO-SYNTHETIC FILL<br />

550 15th Street Dual Brand Hotel 031100 - 3<br />

19 March 2012

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