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Search b Jr4 � Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL27408-R1 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Boral Roofing / Boral Steel Address/Phone/Email 3093 A Industry Street Oceanside, CA 92054 (760) 435-9842 RobinAnderson@boral.com Authorized Signature Robin Anderson RobinAnderson@boral.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 12/31/2023 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL27408 R1 COI BOR18002.1 2020 FBC Eval Metal Panels final pdf Standard Year ASTM B 117 2016 ASTM G 155 2013 TAS 100 1995 TAS 110 2000 TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products Method 1 Option D 10/02/2020 12/16/2020 10/12/2020 12/21/2020 27408.1 Pine Crest Shake, Cottage Shingle, Min. 26 ga. stone -coated steel roof panels Pacific Tile, Barrel Vault Tile and Granite Ridge Shingle Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL27408 R1 II BOR18002.1 2020 FBC Eval Metal Panels Approved for use outside HVHZ: Yes final .pdf Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +0/-150 Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL27408 R1 AE BOR18002.1 2020 FBC Eval Metal Panels final .pdf Created by Independent Third Party: Yes ME Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487,1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Rid Credit it Gard Safe CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 7T" EDITION (2020) Manufacturer: BORAL ROOFING, LLC Issued December 15, 2020 3093 "A" Industry Street Oceanside, CA 92054 (760)435-9842 www.boralroof.com Manufacturing: Oceanside, CA Quality Assurance: QAI Laboratories (QUA7628) SCOPE Category: Roofing Subcategory: Metal Roofing Code Edition: Florida Building Code, 7cn Edition (2020) including High -Velocity Hurricane Zones (HVHZ) Code Sections: 1504.3.1, 1504.3.2, 1518.9, 1523.6.5.2.4 Properties: Wind Resistance, Physical Properties PRODUCT DESCRIPTION Pine Crest Shake Profile: 16 in. x 52 in. panel; leading edge is turned down 1 in. and back edge is bent up and horizontally back 1.5 in. Panel side laps are 2 in. Description: Preformed, fastened, stoned -coated steel panels with No. 14 granule Material: Min. 26 ga. ASTM A792 AZ50; Fy = min. 40 ksi; Shall conform with FBC Section 1507.4.3 Cottage Shinale Profile: 14 in. x 51 in. panel; leading edge is turned down 1 in. and back edge is bent up and horizontally back 1.5 in. Panel side laps are 2 in. Description: Preformed, fastened, stoned -coated steel panels with No. 14 granule Material: Min. 26 ga. ASTM A792 AZ50; Fy = min. 40 ksi; Shall conform with FBC Section 1507.4.3 BOR18002.1 FL27408-RI Page 1 of 14 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK BORAL ROOFING LLC Metal Shingles TECHNICAL. SERVICES, LLC Pacific Tile Profile: 16 in. x 52 in. panel; leading edge is turned down 1 in. and back edge is bent up and horizontally back 1.5 in. Panel side laps are 2 in. Description: Preformed, fastened, stoned -coated steel panels with No. 14 granule Material: Min. 26 ga. ASTM A792 AZ50; Fy = min. 40 ksi; Shall conform with FBC Section 1507.4.3 Barrel Vault Tile Profile: 13-1/2 in. to 14 in. x 45-1/8 in. panel Description: Preformed, fastened, stoned -coated steel panels with No. 14 granule Material: Min. 26 ga. ASTM A792 AZ50; Fy = min. 40 ksi; Shall conform with FBC Section 1507.4.3 R Granite Ridge Shingle Profile: Metal shingle with Pittsburgh lock at head lap; 13-11/16 in. x 44 in. coverage Description: Preformed, fastened, stoned -coated steel panels with No. 14 granule Material: Min. 26 ga. ASTM A792 AZ50; Fy = min. 40 ksi; Shall conform with FBC Section 1507.4.3 Sidelap width 21116" BOR18002.1 FL27408-R1 Page 2 of 14 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL, SERVICES, LLC INSTALLATION Note - Refer to the APPROVED ASSEMBLIES section of assemblies. BORAL ROOFING LLC Metal Shingles report for the maximum design pressures of the approved Unless otherwise specified in this report the following installation details shall be met for the named products: Direct -to -Deck Installation Patterns Pine Crest Shake - Direct -to -Deck Pattern 1 Pine Crest Shake - Direct -to -Deck Pattern 2 Cottage Shingle - Direct -to -Deck Pattern 1 Pacific Tile - Direct -to -Deck Pattern 1 Cottage Shingle - Direct -to -Deck Pattern 2 Pacific Tile - Direct -to -Deck Pattern 2 BOR18002.1 FL27408-RI Page 3 of 14 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC Direct -to -Deck Installation Patterns Barrel Vault - Direct -to -Deck Pattern 1 Over Batten Installation Patterns BORAL ROOFING LLC Metal Shingles Barrel Vault - Direct -to -Deck Pattern 2 Batten Spacing ---- Panel Panel.._.., Fastener wood Battens Fastener z-- Roof Panel Underlayment —./ Roof Pine Crest Shake - Batten Pattern 1 Pacific Tile - Batten Pattern 1 1\ Barrel Vault - Batten Pattern 1 13-112' -14- Wood Battens Pine Crest Shake - Batten Pattern 2 Pacific Tile - Batten Pattern 2 Barrel Vault - Batten Pattern 2 BOR18002.1 FL27408-R1 Page 4 of 14 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Granite Ridge Installation Patterns Granite Ridge - Direct -to -Deck 46 1116" BORAL ROOFING LLC Metal Shingles BOR18002.1 FL27408-R1 Page 5 of 14 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. u CREEK TECHNICAL SERVICES, LLC APPROVED ASSEMBLIES BORAL ROOFING LLC Metal Shingles Direct -to -Deck Pattern 1 Slope: 3:12 or greater Solid or closely fitted min. 15/32 in. plywood sheathing for new and existing construction at Roof Deck: max. 24 in, span; In the HVHZ, new construction shall be min. 19/32 in. plywood at max. 24 in. span; Designed by others in accordance with FBC requirements. Installed in accordance with FBC requirements. In the HVHZ, the minimum underlayment Underlayment: shall be ASTM D 226, Type II installed in accordance with Section 1518.2 or any approved underlayment for use in the HVHZ. 26 ga. Metal Panel installed as shown in INSTALLATION with four (4) #10-16 x 2-1/2 in. HWH corrosion resistant wood screws through the vertical leg at the headlap beginning at Attachment: the center of the side lap and four (4) #10-16 x 2-1/12 in. HWH corrosion resistant wood screws through the horizontal leg at the back of panel beginning at the side lap. Fasteners shall penetrate through the deck a minimum 3/8" and shall comply with section 1506.6 and 1507.4.4. Maximum Design -52.5 psf Pressures: Pressure calculated using 2.1 margin of safety Maximum Mean Roof Heights for Gable/Hip Roofs Slopes 2:12 —12:12 Exposure 9Basic Wind Speed (mph) <120 130 140 150 1 160 170 180 190 200 Zone 1 — Field B 60 ft 60 ft 60 ft 52 ft 33 ft 21 ft NA NA NA C 60 ft 49 ft 24 ft NA NA NA NA NA NA D 52 ft 20 ft NA NA NA NA NA NA NA Zone 2 (includes 2e, 2n, and 2r) — Perimeter B 60 ft 37 ft 22 ft NA NA NA NA NA NA C 17ft NA NA NA NA NA NA NA NA D NA NA NA NA NA NA NA NA NA Zone 3 (includes 3e and 3r) — Corner B 36 ft 20 ft NA NA NA NA NA NA NA C NA NA NA NA NA NA NA NA NA D NA NA NA NA NA NA NA NA NA Notes: 1) Exposure category for the structure location shall be as defined in the International Building Code 2) Limitations are based on the exposed area of 10ft2 or less 3) Topographic factors such as escarpments or hills are not included in the above assessment 4) Applicable for Enclosed Buildings without overhangs 5) NA = "Not Allowed" 6) Kd = 0.85 7) Projects with mean roof heights of greater than 60 ft shall be evaluated by a licensed design professional 8) See page 13 for details for dimensions and locales of Zone 1, 2, and 3 9) V,,,t is shown in the above table. Design pressures are calculated using Vasd = V,,,tA.6. BOR18002.1 FL27408-Rl Page 6 of 14 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. u CREEK TECHNICAL SERVICES, LLC BORAL ROOFING LLC Metal Shingles Direct -to -Deck Pattern 2 Slope: 3:12 or greater Solid or closely fitted min. 15/32 in. plywood sheathing for new and existing construction at Roof Deck: max. 24 in. span; In the HVHZ, new construction shall be min. 19/32 in. plywood at max. 24 in. span; Designed by others in accordance with FBC requirements. Installed in accordance with FBC requirements. In the HVHZ, the minimum underlayment Underlayment: shall be ASTM D 226, Type II installed in accordance with Section 1518.2 or any approved underlayment for use in the HVHZ. 26 ga. Metal Panel installed as shown in INSTALLATION with eight (8) #10-16 x 2-1/2 in. HWH corrosion resistant wood screws through the vertical leg at the headlap beginning at Attachment: the center of the side lap and eight (8) #10-16 x 2-1/2 in. HWH corrosion resistant wood screws through the horizontal leg at the back of panel beginning at the side lap. Fasteners shall penetrate through the deck a minimum 3/8" and shall comply with section 1506.6 and 1507.4.4. Maximum Design -127.5 psf Pressures: Pressure calculated using 2:1 margin of safety Maximum Mean Roof Heights for Gable/Hip Roofs Slopes 2:12 —12:12 Exposure 9Basic Wind Speed (mph) <_12D 130 140 150 160 170 180 190 200 Zone 1 — Field B 60 ft 60ft 60 ft 60 ft 60 ft 60ft 60 ft 60 ft 60 ft C 60ft 60ft 60ft 60ft 60ft 60ft 60ft 60ft 55ft D 60ft 60ft 60ft 60ft 60ft 60ft 60ft 43ft 1 24 ft Zone 2 (includes 2e, 2n, and 2r) — Perimeter B 60 ft 60 ft 60 ft 60ft 60 ft 60 ft 60 ft 59 ft 41 ft C 60ft 60ft 60ft 60ft 60ft 43ft 25ft 15ft NA D 60 ft 60 ft 60 ft 60 ft 36 ft 17 ft NA NA NA Zone 3 (includes 3e and 3r) — Corner B 60ft 60ft 60ft 60ft 60ft 60ft 47ft 32ft 22ft C 60 ft 60 ft 60 ft 60 ft 34 ft 19 ft NA NA NA D 60 ft 60ft 60 ft 28 ft NA NA NA NA NA Notes: 1) Exposure category for the structure location shall be as defined in the International Building Code 2) Limitations are based on the exposed area of 10ft2 or less 3) Topographic factors such as escarpments or hills are not included in the above assessment 4) Applicable for Enclosed Buildings without overhangs 5) NA = "Not Allowed" 6) Kd = 0.85 7) Projects with mean roof heights of greater than 60 It shall be evaluated by a licensed design professional 8) See page 13 for details for dimensions and locales of Zone 1, 2, and 3 9 V,,,t is shown in the above table. Design pressures are calculated using Vasd = VultA.6. BOR18002.1 FL27408-Rl Page 7 of 14 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC BORAL ROOFING LLC Metal Shingles Batten Pattern 't Slope: 3:12 or greater Solid or closely fitted min. 15/32 in. plywood sheathing for new and existing construction at Roof Deck: max. 24 in. span; In the HVHZ, new construction shall be min. 19/32 in. plywood at max. 24 in. span; Designed by others in accordance with FBC requirements. Installed in accordance with FBC requirements. In the HVHZ, the minimum underlayment Underlayment: shall be ASTM D 226, Type II installed in accordance with Section 1518.2 or any approved underayment for use in the HVHZ. Nominal No. 2 2x2 SYP wood battens spaced 14-1/2 in. o.c. and oriented perpendicular to Battens: the wood joists. Battens secured with one (1) #8-11 x 3 in. bugle head wood screw at each rafter/truss intersection. In the Non-HVHZ, If counter batten/batten installation is used, refer to COUNTER BATTEN/BATTEN INSTALLATION section of this report. 26 ga. Metal Panel installed as shown in INSTALLATION with five (5) #10-16 x 2 in. HWH Attachment: corrosion resistant wood screws (four (4) fasteners for Barrel Vault) through the vertical leg at the headlap beginning at the center of the side lap. Fasteners shall comply with section 1506.6 and 1507.4.4. Maximum Design -82.5 psf Pressures: Pressure calculated using 2:1 margin of safety Maximum Mean Roof Heights for Gable/Hip Roofs Slopes 2:12 — 6,1:12 Exposure 9Basic Wind Speed (mph) 5120 130 140 150 1 160 170 180 190 200 Zone 1 — Field B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 48ft 33ft C 60 ft 60 ft 60 ft 60 ft 59 ft 33 ft 19 ft NA NA D 60 ft 60 ft 60 ft 54 ft 25 ft NA NA NA NA Zone 2 (includes 2e, 2n, and 2r) — Perimeter B 60ft 60 ft 60 ft 60 ft 42ft 28ft 18ft NA NA C 60 ft 60 ft 34 ft 18 ft NA NA NA NA NA D 60 ft 32 ft NA NA NA NA NA NA NA Zone 3 (includes 3e and 3r) — Corner B 60 ft 60 ft 59 ft 36 ft 23 ft 15 ft NA NA NA C 60 ft 31 ft 15 ft NA NA NA NA NA NA D 29ft NA NA NA NA NA NA NA NA Notes: 1) Exposure category for the structure location shall be as defined in the International Building Code 2) Limitations are based on the exposed area of 10ft2 or less 3) Topographic factors such as escarpments or hills are not included in the above assessment 4) Applicable for Enclosed Buildings without overhangs 5) NA = "Not Allowed" 6) Ka = 0.85 7) Projects with mean roof heights of greater than 60 ft shall be evaluated by a licensed design professional 8) See page 13 for details for dimensions and locales of Zone 1, 2, and 3 9 V,,,t is shown in the above table. Design pressures are calculated usin Vasa = Vu,tg0.6. BOR18002.1 FL27408-Rl Page 8 of 14 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC BORAL ROOFING LLC Metal Shingles Batten Pattern Z Slope: 3:12 or greater Solid or closely fitted min. 15/32 in. plywood sheathing for new and existing construction at Roof Deck: max. 24 in. span; In the HVHZ, new construction shall be min. 19/32 in. plywood at max. 24 in. span; Designed by others in accordance with FBC requirements. Installed in accordance with FBC requirements. In the HVHZ, the minimum underlayment Underlayment: shall be ASTM D 226, Type II installed in accordance with Section 1518.2 or any approved underlayment for use in the HVHZ. Nominal No. 2 2x2 SYP wood battens spaced 14-1/2 in. o.c. and oriented perpendicular to Battens: the wood joists. Battens secured with one (1) #8-11 x 3 in. bugle head wood screw at each rafter/truss intersection. In the Non-HVHZ, If counter batten/batten installation is used, referto COUNTER BATTEN/BATTEN INSTALLATION section of this report. 26 ga. Metal Panel installed as shown in INSTALLATION with ten (10) #10-16 x 2 in. HWH Attachment: corrosion resistant wood screws (eight (8) fasteners for Barrel Vault) through the vertical leg at the headlap beginning at the center of the side lap. Fasteners shall comply with section 1506.6 and 1507.4.4. Maximum Design -150 psf Pressures: Pressure calculated using 2:1 margin of safety Maximum Mean Roof Heights for Gable/Hip Roofs Slopes 2:12 — 6.1:12 Exposure 9Basic Wind Speed (mph) <120 130 140 150 1 160 170 180 190 200" Zone 1 — Field B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 1 60 ft C 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft D 60 ft 60ft 60 ft 60 ft 60 ft 60 ft 1 60 ft 60 ft 60 ft Zone 2 (includes 2e, 2n, and 2r) - Perimeter B 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 54ft 32ft 20ft D 60 ft 60 ft 60 ft 60 ft 60 ft 45 ft 23 ft NA NA Zone', 3 (includes 3e and 3r) — Corner B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 57ft 39ft C 60 ft 60 ft 60 ft 60 ft 60 ft 41 ft 24 ft NA NA D 60 ft 60 ft 60 ft 60 ft 33 ft 16 ft NA NA NA Notes: 1) Exposure category for the structure location shall be as defined in the International Building Code 2) Limitations are based on the exposed area of 10ft2 or less 3) Topographic factors such as escarpments or hills are not included in the above assessment 4) Applicable for Enclosed Buildings without overhangs 5) NA = "Not Allowed" 6) Kd = 0.86 7) Projects with mean roof heights of greater than 60 ft shall be evaluated by a licensed design professional 8) See page 13 for details for dimensions and locales of Zone 1, 2, and 3 9 V n is shown in the above table. Design pressures are calculated using Vag = V ,t�0.6. BOR18002.1 FL27408-Rl Page 9 of 14 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC BORAL ROOFING LLC Metal Shingles Granite Ridge Direct -to -Deck Slope: 4:12 or greater Solid or closely fitted min. 15/32 in. plywood sheathing for new and existing construction at Roof Deck: max. 24 in. span; In the HVHZ, new construction shall be min. 19/32 in. plywood at max. 24 in. span; Designed by others in accordance with FBC requirements. Installed in accordance with FBC requirements. In the HVHZ, the minimum underlayment Underlayment: shall be ASTM D 226, Type 11 installed in accordance with Section 1518.2 or any approved underlayment for use in the HVHZ. 26 ga. Granite Ridge installed with seven (7) #9-15 x 1-1/2 in. HWH corrosion resistance wood screws along back flange of panel as shown below (max. 6-1/4 in. o.c. fastener Attachment: spacing). Side laps should be staggered a minimum of 9 inches. Fasteners shall penetrate through the deck a minimum 3/8" and shall comply with section 1506.6 and 1507.4.4. Maximum Design -110 psf Pressures: Pressure calculated using 2:1 margin of safety per 1504.9 Maximum Mean Roof Heights for Gable/Hip Roofs Slopes 2:12 — 6.1:12 and >6.1 — 12:12 (Gable Roofs only) Exposure 9Basic Wind Speed (mph) 5120 130 140 1 150 160 170 180 190 200 Zone 1 — Field B 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 1 45 ft 27 ft D 60 ft 60 It 66 ft 60 ft 60 ft 60 ft 34 ft 18 ft NA Zone 2 (includes 2e, 2n, and 2r) — Perimeter B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 51 ft 35 ft 24 ft C 60 ft 60 ft 60 ft 60 ft 38 ft 21 ft NA NA NA D 60 ft 60 ft 60 ft 32 ft 15 ft NA NA NA NA Zone, 3 (includes 3e and 3r) — Corner B 60 ft 60 ft 60 ft 60 ft 160ft 42ft 28ft 19ft NA C 60 ft 60 ft 60 ft 31 ft 1 16 ft NA NA NA NA D 60 ft 60 It 26 ft NA J NA J NA NA NA NA Notes: 1) Exposure category for the structure location shall be as defined in the Florida Building Code 2) Limitations are based on the exposed area of 1Oft or less 3) Topographic factors such as escarpments or hills are not included in the above assessment 4) Applicable for Enclosed Buildings without overhangs 5) NA = "Not Allowed" 6) Kd = 0.85 7) Projects with mean roof heights of greater than 60 ft shall be evaluated by a licensed design professional 8) See page 13 for details for dimensions and locales of Zone 1, 2, and 3 9) V,,,t is shown in the above table. Design pressures are calculated using Vend = VuftA.6 per 1609.3.1. BOR18002.1 FL27408-RI 10of14 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK BORAL ROOFING LLC Metal Shingles TECHNICAL SERVICES, LLG BATTEN/COUNTER BATTEN INSTALLATION (NON-HVHZ ONLY) The following tables provide requirements for batten/counter batten installations based on design wind load requirements as defined in Chapter 16 of the FBC. Counter battens shall be minimum No.2 SPF 1x4 dimensional lumber having the minimum specific gravity specified in the tables below. Battens shall be minimum No. 2 SPF 2x2 dimensional lumber having the minimum specific gravity specified in the tables below. Batten and Counter Batten Spacing and Fastener Requirement for Reroofing with Counterbatten and Rafter of Specific Gravity >_ 0.36 Roof T e and Slope Ult. Type Gable Roof Slope 3:12 to 12:12 Wind Hip Roof Slope 6.1:12 to 12:12 Hip Roof Slope 3:12 to 6.1:12 Speed (mph) Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 8, 3 Ex osure B C B C B C B C B C s100 Fastener' Batten 16d 2 #8 16d #8 16d #8 16d #8 16d #8 16d #8 16d #8 16d #8 16d 1 #8 16d 2 2 2 3 2 3 2 3 2 3 2 2 1 2 1 2 2 2 Counterbatten = 1.25" 3 14 14 14 14 10 14 10 14 7 14 7 14 14 14 14 14 10 14 10 Counterbatten = 1.00" 3 10 14 10 14 7 10 7 10 7 10 7 10 14 14 14 14 7 14 10 Counterbatten = 0.75" 3 10 14 10 14 -4 -7 4 7 4 7 4 7 10 14 10 14 7 10 7 110 Batten 2 2 2 2 3 2 3 2 4 3 4 3 2 2 2 2 3 2 3 Counterbatten = 1.25,,)3 10 14 10 14 7 14 7 14 7 10 7 10 14 14 14 14 10 14 10 Counterbatten = 1.00")' 10 14 10 14 7 10 7 10 4 7 4 7 10 14 10 14 7 10 7 Counterbatten = 0.75" 3 7 10 7 10 4 7 4 7 4 4 4 4 7 10 7 10 4 7 120 Batten 3 2 3 2 4 3 4 3 4 3 -4 -3 2 2 -2 -2 3 -2 4 -3 Counterbatten = 1.25" 3 10 14 10 14 7 10 7 10 4 10 4 10 10 14 10 14 7 14 7 Counterbatten = 1.00" ° 7 10 7 10 4 7 4 7 4 7 4 7 10 14 10 14 4 10 7 Counterbatten = 0.75" ° 4 10 4 10 4 4 4 4 4 4 4 4 7 10 7 10 4 130 Batten2 3 2 3 2 4 3 4 3 5 3 5 3 3 2 3 2 4 7 3 4 4 Counterbatten = 1.25" 3 10 14 10 14 4 10 4 10 4 7 4 7 10 14 10 14 7 10 7 Counterbatten = 1.00" 3 7 10 7 10 4 7 4 7 4 4 4 4 7 10 7 10 4 Counterbatten = 0.75" 3 4 1 4 7 4 4 4 4 NA 4 NA 4 4 7 4 7 4 7 4 4 4 140 Batten 3 2 3-T 2 5 3 5 3 5 4 5 4 3 2 3 2 4 3 4 Counterbatten = 1.25")3 7 14 7 14 4 10 4 10 4 7 4 7 7 14 7 14 4 Counterbatten = 1.00" 3 4 7 4 7 4 4 4 4 NA 4 NA 4 7 10 7 10 4 10 7 4 Counterbatten = 0.75" 3 4 7 4 7 NA 4 NA 4 NA 4 NA 4 4 7 4 7 NA 4 4 4 150 Batten2 4 3 4 3 5 4 5 4 6 4 6 4 3 3 3 3 5 3 5 Counterbatten = 1.25" 3 7 10 7 10 4 7 4 7 4 7 4 7 7 14 7 14 4 10 4 Counterbatten = 1.00" 3 4 1 4 1 4 4 4 4 NA 4 NA 4 4 7 4 7 4 Counterbatten = 0.75" 3 4 4 4 4 NA 4 NA 4 NA NA NA NA 4 7 4 7 NA 4 4 4 NA 160 Batten 4 3 4 3 6 4 6 4 NA 5 NA 5 4 3 4 3 5 4 5 Counterbatten = 1.25" 3 4 10 4 10 4 7 4 7 NA 4 NA 4 7 10 7 10 4 7 Counterbatten = 1.00" 3 4 7 4 7 NA 4 NA 4 NA 4 NA 4 4 7 4 7 NA 4 4 Counterbatten = 075" 3 NA 4 NA 4 NA NA NA NA NA NA NA NA 4 4 4 4 NA 4 4 NA 170 Batten 5 3 5 3 NA 5 NA 5 NA NA NA NA 4 3 4 3 6 4 6 Counterbatten (p = 1.25" 3 4 10 4 10 4 4 4 4 NA 4 NA 4 4 10 4 10 4 7 Counterbatten = 1.00")3 4 1 4 4 4 NA 4 NA 4 NA NA NA NA 4 7 4 7 NA 4 4 NA Counterbatten = 0.75" s NA 4 NA 4 NA NA NA NA NA NA NA NA NA 4 NA 4 NA NA 180 BattenNA 5 4 5 4 NA 5 NA 5 NA NA NA NA 5 3 5 3 NA 5 6 Counterbatten = 1.25" 3 4 7 4 7 NA 4 NA 4 NA 4 NA 4 4 7 4 7 NA 7 4 Counterbatten = 1.00 3 4 4 4 4 NA 4 NA 4 NA NA NA NA 4 4 4 4 NA 4 NA Counterbatten = 0.75" 3 NA 4 NA 4 NA NA NA NA I NA I NA NA NA NA 4 NA 4 NA NA NA Notps' 11 Tha haftwn anti r—rotor ti—tton c���,...,.... ,.4...0 - ----____.. _.._ ___... . , . ., ,a --mil ununi ivu A 3-5-inch ring shank nails and #8 x 3-inch wood screws 2) For batten to counter batten attachment, the number of fasteners at each intersection are shown for each wind load condition 3) For counter batten to rafter attachment, the fastener spacings along each counter batten are shown for each wind load condition. The counter batten fastener shall penetrate into the rafter a minimum distance (p) as shown on the table 4) NA = not applicable BOR18002.1 FL27408-R1 Page 11 of 14 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. #8 2 14 14 10 2 14 7 2 14 7 3 1C 3 10 7 10 4 NA CREEK BORAL ROOFING LLC Metal Shingles TECHNICAL SERVICES, LLC Batten and Counter Batten Spacing and Fastener Requirement for Reroofing with Counterbatten and Rafter of Specific Gravity z 0.5 RoofType and Slo e Ult. Type Gable Roof Slope 3:12 to 12:12 Wind Hip Roof Sloe 6.1:12 to 12:12 Hip Roof Slope 3:12 to 6.1:12 Speed (mph) Zone 1 Zone 2 Zone 3 Zone 1 Zone 2& 3 Exposure B C B C B C B C B C Fastener' 16d #8 16d #8 16d #8 16d #8 16d #8 16d #8 16d #8 16d #8 16d #8 16d #8 s100 Batten 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 Counterbatten = 1.25" 3 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 Counterbatten = 1.00,,3 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 Counterbatten ( = 0.75")3 14 14 14 14 10 14 10 14 10 14 10 14 14 14 14 14 14 14 14 14 110 Batten 2 1 2 1 2 1 2 1 2 2 2 2 2 1 2 1 2 1 2 1 Counterbatten = 1.25" 3 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 Counterbatten = 1.00" 3 14 14 14 14 14 14 14 —1-0-1-4-7 14 10 14 10 14 14 14 14 14 14 14 14 14 Counterbatten = 0.75" 3 14 14 14 14 10 14 10 7 10 14 14 14 14 10 14 10 14 120 Batten2 2 1 2 1 2 2 2 2 2 2 2 2 2 1 2 1 2 1 2 1 Counterbatten = 1.25" 3 14 14 14 14 14 14 14 14 10 14 10 14 14 14 14 14 14 14 14 14 Counterbatten = 1.00" " 14 14 14 14 10 14 10 14 10 14 10 14 14 14 14 14 10 14 14 14 Counterbatten = 0.75" ° 10 14 10 14 7 10 7 10 7 10 7 10 14 14 14 14 10 14 10 14 i30 Batten2 2 1 2 1 2 2 2 2 3 2 3 2 2 1 2 1 2 2 2 2 Counterbatten = 1.25" 3 14 14 14 14 10 14 10 14 10 14 10 14 14 14 14 14 14 14 14 14 Counterbatten = 1.00,,3 14 14 14 14 10 14 10 14 7 10 7 10 14 14 14 14 10 14 10 14 Counterbatten = 0.75" 3 10 14 10 14 7 10 7 10 4 7 4 7 10 14 10 14 7 10 140 Batten 2 2 2 2 3 2 3 2 3 2 3 2 2 1 2 1 2 2 7 2 10 2 Counterbatten = 1.25,,3 14 14 14 14 10 14 10 14 —To 7 14 7 14 14 14 14 14 10 14 10 14 Counterbatten = 1.00" 3 10 14 10 14 7 10 7 --7 10 7 10 14 14 14 14 7 14 10 14 Counterbatten = 0.75" 3 10 14 10 14 7 7 7 7 4 7 4 7 10 14 10 14 7 10 150 Batten2 2 2 2 2 3 2 3 2 3 3 3 3 —2 —2 2 2 3 2 7 3 10 2 Counterbatten = 1.25,,3 14 14 14 14 10 14 10 14 7 14 7 14 14 14 14 14 10 14 10 14 Counterbatten = 1.00" 3 10 14 10 14 7 10 7 10 4 7 4 7 10 14 10 14 7 10 7 10 Counterbatten = 0.75" 3 7 10 7 10 4 7 4 7 4 7 4 7 7 10 7 10 4 160 Batten 2 2 2 2 3 2 3 2 4 3 4 3 2 2 2 2 3 7 2 4 3 7 2 Counterbatten = 1.25" 3 10 14 10 14 7 14 7 14 7 10 7 10 14 14 14 14 7 14 10 14 Counterbatten = 1.00" 3 10 14 10 14 7 10 7 10 4 7 4 7 10 14 10 14 7 10 7 10 Counterbatten = 0.75" 3 7 10 7 10 4 7 4 7 4 4 4 4 7 10 7 10 4 170 Batten 3 2 3 2 4 3 4 3 4 3 4 3 2 2 2 2 3 7 2 4 3 7 2 Counterbatten p = 1.25,,3 10 14 10 14 7 10 7 10 4 10 4 10 10 14 10 14 7 14 7 14 Counterbatten = 1.00,,3 7 10 7 10 4 7 4 7 4 7 4 7 10 14 10 14 4 10 7 Counterbatten = 0.75^ 3 4 7 4 7 4 4 4 4 4 4 4 4 7 10 7 10 4 10 180 Batten 3 2 3 2 4 3 4 3 5 3 5 3 3 2 3 2 4 7 3 4 3 7 3 Counterbatten = 1.25" 3 10 14 1 10 1 14 7 10 7ff4N 10 4 10 10 14 16 14 7 10 7 10 Counterbatten = 1.00,,3 7 10 7 10 4 7 4 4 4 4 7 10 7 10 Counterbatten = 0.75" 3 4 7 4 7 4 4 4A 4 NA 4 4 7 4 7 4 7 Notes: 11 ThP hattr n anti nni mtnr h.++ -F—fi - . .._ 4 7 4 4 4 4 ------------...--'-..-.----.•�• •••............ .v.a n,�„�-nwu imv wicuin iianb dim ffo x3-incn WOoa screws 2) For batten to counter batten attachment, the number of fasteners at each intersection are shown for each wind load condition 3) For counter batten to rafter attachment, the fastener spacings along each counter batten are shown for each wind load condition. The counter batten fastener shall penetrate into the rafter a minimum distance (p) as shown on the table 4) NA = not applicable BOR18002.1 FL27408-R1 Page 12 of 14 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Ml-lm BORAL ROOFING LLC Metal Shingles Hip \a 3 2 3 a 2 1 2 2 1 2 3 2 3 a Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or aft. LIMITATIONS 1. Fire classification is not within the scope of this evaluation. 2. The roof deck and the roof deck attachment information are provided based on testing. FBC requirements for the rational design of the roof deck, including the attachment, are not within the scope of this evaluation. 3. Reroofing shall be in accordance with FBC Section 1511 outside the HVHZ or Section 1521 within the HVHZ. 4. Installation of the evaluated products shall comply with this report, the FBC and RAS 133 in the HVHZ, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. BOR18002.1 FL27408-R1 13of14 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GD E E �j BORAL ROOFING LLC j� j1 Metal Shingles TECHNICAL SERVICES, LLC REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) BORR-099-02-01A ASTM B 117 2016 TAS 110 2000 PRI Construction Materials Technologies (TST5878) BORR-099-02-01B ASTM G 155 2013 TAS 110 2000 PRI Construction Materials Technologies (TST5878) BORR-099-02-01C TAS 100 1995 PRI Construction Materials Technologies (TST5878) BORR-099-02-01 D UL 580 2006 UL1897 2012 TAS 125 2003 PRI Construction Materials Technologies (TST5878) BORR-099-02-01E UL 580 2006 UL1897 2012 TAS 125 2003 PRI Construction Materials Technologies (TST5878) BORR-099-02-01F ASTM E 8 PRI Construction Materials Technologies (TST5878) BORR-099-02-01 G TAS 100 1995 PRI Construction Materials Technologies (TST5878) GRT-007-02-01 ASTM B 117 2016 TAS 110 2000 PRI Construction Materials Technologies (TST5878) GRT-008-02-01 ASTM G 155 2013 TAS 110 2000 PRI Construction Materials Technologies (TST5878) GRT-022-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) GRT-026-02-01 UL 580 2006 UL1897 2012 TAS 125 2003 CREEK Technical Services, LLC Anchorage ASCE 7 2016 Calculations ANSUAWC NDS 2018 PRI Construction Materials Technologies (TST5878) BORR-015-02-01 ASCE 7 2016 COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 7"' Edition (2020) including High -Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents submitted by the named manufacturer. 00RYI,R11��f`�, ���`G�,P •E NSF•.. No 74021 STATE OF <UN At - CERTIFICATION OF INDEPENDENCE 2020.12.15 14:38:23 05'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC 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. BOR18002.1 END OF REPORT FL27408-Rl 14 of 14 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein.