Asphalt Shingles Part 2: Technical Data 1. COMPANY NAME GAF MATERIALS CORPORATION 2. PRODUCT NAME TIMBERLINE 25 3. PRODUCT DESCRIPTION Reinforcing (organic/fiberglass/polyglass) FIBERGLASS 4. COMPLIES WITH: 4A. ASTM D 225-95 Standard Specification for Asphalt Shingles (Organic Felt) Surfaced with Mineral Granules (indicate type or NA) Type I -- Uniform or nonuniform thickness shingles of any style Type II -- Thick butt, square tab, strip shingles Type III -- Uniform or nonuniform thickness shingles of any style 4B. ASTM D 3018-90 Standard Specification for Class A Asphalt Shingles Surfaced with Mineral Granules (indicate type or NA) Type I -- Self-sealing X Type II -- <strong>No</strong>n-self-sealing 4C. ASTM D 3462-97 Standard Specification for Asphalt Shingles Made form Glass Felt and Surfaced with Mineral Granules (YES/NO/NA) 5A. MASSES OF ASPHALT SHINGLES: ORGANIC SHINGLES Average net mass per unit area, min, lb/100 ft 2 Type I: 95.0; Type II: 95.0; Type III: 89.7 Net mass of wea<strong>the</strong>r-exposed portion (ea. bundle) min, lb/100 ft 2 Type I: 91.0; Type II: 110.0; Type III: 85.7 Net mass of upper portion (ea bundle), min, lb/100 ft 2 Type I: NA; Type II: 72.0; Type III: NA Mass of desaturated, moisture-free felt, min, lb/100 ft 2 Type I: 11.0; Type II: 11.0; Type III: 9.0 Mass of asphalt saturant based on <strong>the</strong> mass of <strong>the</strong> dry felt, min % 165 Mass of wea<strong>the</strong>r-side coating on <strong>the</strong> wea<strong>the</strong>r-exposed portion, min, lb/100 ft 2 Type I: 23.0; Type II: 30.0; Type III: 23.0 Mass of wea<strong>the</strong>r-side coating on <strong>the</strong> upper portion, min lb/100ft 2 Type I: 23.0; Type II: 15.0; Type III: 23.0 Mass of reverse-side coating, min, lb/100 ft 2 3.0 Ash of <strong>the</strong> desaturated felt, max % Type I: NA; Type II: 10.0; Type III: 10 Mass of wea<strong>the</strong>r-side mineral matter passing a <strong>No</strong>. 6 sieve and retained on a <strong>No</strong>. 70 sieve, min, lb/100 ft 2 18.5 Mass of wea<strong>the</strong>r-side mineral matter retained on a <strong>No</strong>. 20 sieve, based on <strong>the</strong> mass passing a <strong>No</strong>. 6 sieve and retained on a <strong>No</strong>. 70 sieve, min, % 55.0 Mass of wea<strong>the</strong>r-side mineral matter passing a <strong>No</strong>. 40 sieve, based on <strong>the</strong> mass of passing a <strong>No</strong>. 6 sieve, and retained on a <strong>No</strong>. 70 sieve, max % Mass of wea<strong>the</strong>r-side mineral matter passing a <strong>No</strong>. 70 sieve, based on <strong>the</strong> mass of <strong>the</strong> wea<strong>the</strong>r-side 5.0 coating asphalt and <strong>the</strong> mineral matter passing <strong>the</strong> <strong>No</strong>. 70 sieve, max % Mass of total mineral matter including surfacing and stabilizer on both sides, based on <strong>the</strong> net mass 60.0 of <strong>the</strong> finished product, min % 5B. MASSES OF ASPHALT SHINGLES: FIBERGLASS SHINGLES Type I: NA; Type II: 35.0; Type III: NA Minimum net mass per area of shingles (individual bundle), lb/100 ft 2 , min. 70.0 70 Average net mass per area of shingles (total sample), lb/100 ft 2 , min. 73.0 73 Mass per area of mat, lb/100 ft 2 , min. 1.35 1.35 Mass per area of asphalt, lb/100 ft 2 , min. 15.0 15 Mass per area of mineral matter passing a <strong>No</strong>. 6 sieve and retained on a <strong>No</strong>. 70 sieve, lb/100 ft 2 , min Mass percent of mineral matter passing a <strong>No</strong>. 70 sieve based on <strong>the</strong> total asphalt and mineral matter 25.0 25 passing <strong>the</strong> <strong>No</strong>. 70 sieve, max. 70.0 70 6. PHYSICAL REQUIREMENTS: FIBERGLASS SHINGLES Behavior on heating Loss of volatile matter, % max. 1.5 1.5 Sliding of granular surfacing, in. min. 1/16 1/16 Tear strength, g min. 1700 1700 Fastener pull-through resistance at 73 ±4 F, lbf, min 20 20 Fastener pull-through resistance at 32 ±4 F, lbf, min 23 23 Penetration of asphalt, 0.1mm (tested w/o mineral stabilizer) 15 15 Asphalt softening point, F (tested w/o mineral stabilizer) min/max 235 max; 190 min. 190-235 Weight of displaced granules, max. 1.0 g 1.0 7. FIRE/WIND/IMPACT RESISTANCE Fire resistance, UL 790 or ASTM E 108 (Class A, B, or C) CLASS A Wind resistance, UL 997 or ASTM D3161 (pass/fail, or not tested) PASS Wind resistance (max. wind speed) Impact resistance, UL 2218 (Class 1, 2, 3, or 4) 8. CODE ACCEPTANCE BOCA Evaluation Service, Inc. (report number) ICBO Evaluation Service, Inc. (report number) SBCCI Public Safety Testing & Evaluation Service, Inc. (report number) <strong>National</strong> Evaluation Service, Inc. (report number) O<strong>the</strong>r agencies (agency & report identification number) 7. SEE MEMBRANE APPENDIX IF CHECKED 68
Asphalt Shingles Part 2: Technical Data GEORGIA GEORGIA GEORGIA GEORGIA GEORGIA GEORGIA GEORGIA IKO PACIFIC PACIFIC PACIFIC PACIFIC PACIFIC PACIFIC PACIFIC MFG. INC. ASPHALT 20 PREMIUM 25 SUMMIT SUMMIT II TOUGH GLASS TOUGH GLASS TOUGH GLASS ARISTROCAT PLUS T-LOCK 25 ORGANIC ORGANIC FIBERGLASS FIBERGLASS FBERGLASS FIBERGLASS FIBERGLASS ORGANIC X X X X X YES YES YES 95 95 >89.7 91 91 >85.7 NA NA NA 11 11 >9.0 165 165 >165 23 23 >23 23 23 >23 3 3 >3.0 NA NA 18.5 55 55 >55 5 5 >5.0 60 60
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