a Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6 TH EDITION (2017) Manufacturer: Issued March 19, 2018 2145 NW 115 th Street Miami, FL 33172 (305) 414-2705 www.alucom.com Manufacturing Plants: Quality Assurance: San Pedro Sula, Honduras Keystone Certifications, Inc. (QUA1824) SCOPE Category: Roofing Subcategory: Metal Roofing Code Sections: 1504.3 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) ALCM-015-02-01 TAS 125 2003 PRI Construction Materials Technologies (TST5878) ALCM-015-02-01 UL 580 2006 PRI Construction Materials Technologies (TST5878) ALCM-015-02-01 UL 1897 2012 PRI Construction Materials Technologies (TST5878) ALCM-016-02-01 UL 580 2006 PRI Construction Materials Technologies (TST5878) ALCM-016-02-01 UL 1897 2012 LIMITATIONS 1. This evaluation is not for use in the HVHZ. 2. Fire classification is not within the scope of this evaluation. 3. The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC 4. The minimum roof slope shall be 3:12 or greater. 5. Reroofing shall be in accordance with FBC Section 1511. 6. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer s published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 7. Panels shall be installed in horizontal courses starting at the eave of the roof. Side laps shall be staggered between courses. 8. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. ALCM14001.4 FL15734-R6 Page 1 of 10
370mm[14.57in.] A PRODUCT DESCRIPTION Profile: Description: Material: Terrbella Shake Preformed, fastened, stone-coated steel panels Min. 26 ga.; min. F y = 40 ksi; ASTM A 792 or ASTM A 653 G90; Shall conform with FBC Section 1507.4.3 Profile: Description: Material: Terrabella Shingle Preformed, fastened, stone-coated steel panels Min. 26 ga.; min. F y = 40 ksi; ASTM A 792 or ASTM A 653 G90; Shall conform with FBC Section 1507.4.3 1340mm[52.75in.] 415mm[16.34in.] 1258mm[49.52in.] ALCM14001.4 FL15734-R6 Page 2 of 10
APPROVED ASSEMBLIES Terrabella Shake over plywood (Direct-to-Deck) Detail SA-A Maximum Design Pressures: Installed in accordance with FBC Nine (9) 0.131-inch x min. 2-3/8 ring shank nails per panel secured along back flange and nine (9) 0.131-inch x min. 2-3/8 ring shank nails per panel secured through the nose of the panel at the panel overlap as shown below. Fasteners shall be of sufficient length to penetrate through the deck a min. 3/8-inch and shall be corrosion resistant in accordance with sections 1507.4.4 and 1506.6. -67.5 psf D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 30 ft B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 50 ft 40 ft NA C 60 ft 60 ft 60 ft 60 ft 40 ft 25 ft NA NA NA D 60 ft 60 ft 60 ft 40 ft 15 ft NA NA NA NA B 60 ft 60 ft 60 ft 50 ft 30 ft NA NA NA NA C 60 ft 50 ft 25 ft NA NA NA NA NA NA D 50 ft 20 ft NA NA NA NA NA NA NA Notes: 1) category for the structure location shall be as defined in the Florida Building Code 2) Limitations are based ALCM14001.4 FL15734-R6 Page 3 of 10
Terrabella Shake over plywood (Direct-to-Deck) Detail SA-B Maximum Design Pressures: Installed in accordance with FBC Six (6) #9-15 x min. 2-1/2 HWH wood screws per panel secured along back flange and six (6) #9-15 x min. 2-1/2 HWH wood screws per panel secured through the nose of the panel at the panel overlap as shown below. Fasteners shall be of sufficient length to penetrate through the deck a min. 3/8-inch and shall be corrosion resistant in accordance with sections 1507.4.4 and 1506.6. -71.25 psf D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 40 ft B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 40 ft 30 ft C 60 ft 60 ft 60 ft 60 ft 60 ft 30 ft 15 ft NA NA D 60 ft 60 ft 60 ft 50 ft 25 ft NA NA NA NA B 60 ft 60 ft 60 ft 60 ft 40 ft NA NA NA NA C 60 ft 60 ft 30 ft 15 ft NA NA NA NA NA D 60 ft 30 ft NA NA NA NA NA NA NA Notes: 1) category for the structure location shall be as defined in the Florida Building Code 2) Limitations are based ALCM14001.4 FL15734-R6 Page 4 of 10
Terrabella Shake over plywood (Direct-to-Deck) Detail SA-C Maximum Design Pressures: Installed in accordance with FBC Eight (8) #9-15 x min. 2-1/2 HWH wood screws per panel secured along back flange and eight (8) #9-15 x min. 2-1/2 HWH wood screws per panel secured through the nose of the panel at the panel overlap as shown below. Fasteners shall be of sufficient length to penetrate through the deck a min. 3/8-inch and shall be corrosion resistant in accordance with sections 1507.4.4 and 1506.6. -112.5 psf D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 40 ft 25 ft B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 40 ft C 60 ft 60 ft 60 ft 60 ft 60 ft 40 ft 25 ft 15 ft NA D 60 ft 60 ft 60 ft 60 ft 30 ft 15 ft NA NA NA Notes: 1) category for the structure location shall be as defined in the Florida Building Code 2) Limitations are based ALCM14001.4 FL15734-R6 Page 5 of 10
Terrabella Shake over wood battens Detail SA/B-A Battens: Maximum Design Pressures: Installed in accordance with FBC Nominal 1x4 No.2 SYP wood battens shall be installed continuously (end-to-end) and parallel to eave, starting at the eave with two (2) 0.131-inch x min. 2-1/2-inch ring shank nails secured a maximum 12-inch o.c. while ensuring attachment into the truss/rafter at each intersection. Battens shall be spaced 14.5-inch o.c. up the slope of the roof. Fasteners shall be corrosion resistance in accordance with sections 1507.4.4 and 1506.6. Nine (9) 0.131-inch x 2-3/8-inch ring shank nails per panel secured along back flange and nine (9) 0.131-inch 2-3/8-inch ring shank nails per panel secured through the nose of the panel at the panel overlap into wood battens as shown below. Fasteners shall be corrosion resistant in accordance with section 1507.4.4. -82.5 psf Continued on Next Page ALCM14001.4 FL15734-R6 Page 6 of 10
Terrabella Shake over wood battens Detail SA/B-A (Continued) D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 50 ft C 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 30 ft 20 ft NA D 60 ft 60 ft 60 ft 60 ft 60 ft 30 ft 15 ft NA NA B 60 ft 60 ft 60 ft 60 ft 60 ft 40 ft 30 ft NA NA C 60 ft 60 ft 60 ft 30 ft 15 ft NA NA NA NA D 60 ft 60 ft 30 ft NA NA NA NA NA NA Notes: 1) category for the structure location shall be as defined in the Florida Building Code 2) Limitations are based ALCM14001.4 FL15734-R6 Page 7 of 10
Terrabella Shingle over plywood (Direct-to-Deck) Detail SI-A Maximum Design Pressures: Installed in accordance with FBC Eight (8) #9-15 x min. 2-1/2 HWH wood screws per panel secured along back flange and eight (8) #9-15 x min. 2-1/2 HWH wood screws per panel secured through the nose of the panel at the panel overlap as shown below. Fasteners shall be of sufficient length to penetrate through the deck a min. 3/8-inch and shall be corrosion resistant in accordance with sections 1507.4.4 and 1506.6. -67.5 psf D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 30 ft B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 50 ft 40 ft NA C 60 ft 60 ft 60 ft 60 ft 40 ft 25 ft NA NA NA D 60 ft 60 ft 60 ft 40 ft 15 ft NA NA NA NA B 60 ft 60 ft 60 ft 50 ft 30 ft NA NA NA NA C 60 ft 50 ft 25 ft NA NA NA NA NA NA D 50 ft 20 ft NA NA NA NA NA NA NA Notes: 1) category for the structure location shall be as defined in the Florida Building Code 2) Limitations are based ALCM14001.4 FL15734-R6 Page 8 of 10
Terrabella Shingle over plywood (Direct-to-Deck) Detail SI-B Installed in accordance with FBC Six (6) #9-15 x min. 2-1/2 HWH wood screws per panel secured along back flange and six (6) #9-15 x min. 2-1/2 HWH wood screws per panel secured through the nose of the panel at the panel overlap. Fasteners shall be of sufficient length to penetrate through the deck a min. 3/8-inch and shall be corrosion resistant in accordance with sections 1507.4.4 and 1506.6. Maximum Design Pressures: -97.5 psf D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft C 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 50 ft 30 ft D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 40 ft 20 ft NA B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 50 ft 30 ft NA C 60 ft 60 ft 60 ft 60 ft 40 ft 20 ft NA NA NA D 60 ft 60 ft 60 ft 30 ft 15 ft NA NA NA NA Notes: 1) category for the structure location shall be as defined in the Florida Building Code 2) Limitations are based ALCM14001.4 FL15734-R6 Page 9 of 10
COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6 th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT ALCM14001.4 FL15734-R6 Page 10 of 10