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ASTM C1225-04
Standard Specification for Non-Asbestos Fiber-Cement Roofing Shingles, Shakes, and Slates
STANDARD published on 1.6.2004
The information about the standard:
Designation standards: ASTM C1225-04
Note: WITHDRAWN
Publication date standards: 1.6.2004
SKU: NS-10112
The number of pages: 3
Approximate weight : 9 g (0.02 lbs)
Country: American technical standard
Category: Technical standards ASTM
Annotation of standard text ASTM C1225-04 :
Keywords:
breaking moment, color, density, efflorescence, fiber-cement, fiber-reinforced, finish, frost resistance, heat/rain test, inorganic fibers, inspection, length, mechanical properties, modulus of rupture, moisture content, non-asbestos, organic fibers, physical properties, roofing, sampling, shakes, shingles, slates, thickness, tolerance, water absorption, water tightness, width, workmanship, ICS Number Code 91.100.40 (Products in fibre-reinforced cement)
Additional information
| 1. Scope | ||||||||||||||||||
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1.1 This specification covers non-asbestos, fiber-cement shingles, shakes, and slates (roofing products) of nominally uniform thickness (non-tapered) and texture, including accessories designed to provide the weather-exposed surfaces on roofs of buildings. 1.2 This specification is not applicable to asbestos-cement roofing shingles (Specification C 222), non-asbestos fiber-cement roofing shakes, shingles, and slates with designed varying profiles and thicknesses (Specification C 1530), particle board (Terminology D 1554), or cement-bonded particleboards (Specification BS 5669: Part 4) and (ISO 8335). 1.3 This specification does not include details of product installation or installed system performance. Refer to the manufacturer's installation literature for proper installation instructions, to Specification C 1459 for roofing systems performance, and to Test Methods E 108 for levels of fire resistance. 1.4 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses (SI units) are provided for information only. |
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| 2. Referenced Documents | ||||||||||||||||||
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