Asphalt Shingles Part 2: Technical Data 1. COMPANY NAME MALARKEY ROOFING COMPANY 2. PRODUCT NAME #271 HIGHLANDER 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 Type II -- <strong>No</strong>n-self-sealing X 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 % 5.0 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 coating asphalt and <strong>the</strong> mineral matter passing <strong>the</strong> <strong>No</strong>. 70 sieve, max % 60.0 Mass of total mineral matter including surfacing and stabilizer on both sides, based on <strong>the</strong> net mass of <strong>the</strong> finished product, min % Type I: NA; Type II: 35.0; Type III: NA 5B. MASSES OF ASPHALT SHINGLES: FIBERGLASS SHINGLES Minimum net mass per area of shingles (individual bundle), lb/100 ft 2 , min. 70.0 Average net mass per area of shingles (total sample), lb/100 ft 2 , min. 73.0 245 Mass per area of mat, lb/100 ft 2 , min. 1.35 Mass per area of asphalt, lb/100 ft 2 , min. 15.0 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 25.0 Mass percent of mineral matter passing a <strong>No</strong>. 70 sieve based on <strong>the</strong> total asphalt and mineral matter passing <strong>the</strong> <strong>No</strong>. 70 sieve, max. 70.0 6. PHYSICAL REQUIREMENTS: FIBERGLASS SHINGLES Behavior on heating Loss of volatile matter, % max. 1.5 Sliding of granular surfacing, in. min. 1/16 Tear strength, g min. 1700 Fastener pull-through resistance at 73 ±4 F, lbf, min 20 Fastener pull-through resistance at 32 ±4 F, lbf, min 23 Penetration of asphalt, 0.1mm (tested w/o mineral stabilizer) 15 Asphalt softening point, F (tested w/o mineral stabilizer) min/max 235 max; 190 min. Weight of displaced granules, max. 1.0 g 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) 60 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 76
Asphalt Shingles Part 2: Technical Data MALARKEY MALARKEY OWENS OWENS OWENS OWENS OWENS OWENS ROOFING ROOFING CORNING CORNING CORNING CORNING CORNING CORNING COMPANY COMPANY #272 LEGACY-35 #273 LEGACY-35 OAKRIDGE 40 OAKRIDGE 40 AR OAKRIDGE 30 OAKRIDGE 30 AR OAKRIDGE 25 OAKRIDGE 25 AR SBS MODIFIED SBS MODIFIED DEEP SHADOW DEEP SHADOW SHADOW SHADOW ARCHITECTURAL ARCHITECTURAL ALGAE RESIST ARCHITECTURAL ARCHITECTURAL ARCHITECTURAL ARCHITECTURAL POLYGLASS POLYGLASS FIBERGLASS FIBERGLASS FIBERGLASS FIBERGLASS FIBERGLASS FIBERGLASS X X X X X X X X YES YES YES YES YES YES YES YES 70 70 70 70 70 70 275 275 73 73 73 73 73 73 1.35 1.35 1.35 1.35 1.35 1.35 15 15 15 15 15 15 25 25 25 25 25 25 70 70 70 70 70 70 1.5 1.5 1.5 1.5 1.5 1.5 1/16 1/16 1/16 1/16 1/16 1/16 1700 1700 1700 1700 1700 1700 20 20 20 20 20 20 23 23 23 23 23 23 15 15 15 15 15 15 235 235 235 235 235 235 1.0 1.0 1.0 1.0 1.0 1.0 CLASS A CLASS A CLASS A CLASS A CLASS A CLASS A CLASS A CLASS A PASS PASS PASS PASS PASS PASS PASS PASS 110 110 80 80 80 80 60 60 4 4 ER-5443 ER-5443 ER-5443 ER-5443 ER-5443 ER-5443 MIAMI-DADE MIAMI-DADE 98-0820-03 98-0820-03 X X X X X X 77
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