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Home My WebLink AboutEVALUATION REPORT - METAL ROOFING.r CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: Manufacturing: Quality Assurance: SCOPE Category: Subcategory: Code Sections: Properties: PRODUCT DESCRIPTION BORAL ROOFING, LLC 3093 "A" Industry Street Oceanside, CA 92054 (760)435-9842 www.aerardusa.com Oceanside, CA UL LLC (QUA9625) Roofing Metal Roofing 1504.3.1, 1504.3.2, 1518.9, 1523.6.5.2.4 Wind Resistance, Physical Properties Certificate of Authorization No. 29824 17520.Edinburgh Dr Tampa, FL 33647 (813) 480-3421 FLORIDA BUILDING CODE, 6' EDITION (2017) Issued June 14, 2018 is SCANNED BY Lucie County 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 Cottaae 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 FL27408 Page 1 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 I Pacific Tile i Profile: Description: Material: BORAL ROOFING LLC Metal Shingles 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. Preformed, fastened, stoned -coated steel panels with No. 14 granule 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 BOR18002 FL27408 I IOA cvaILUUUII IUPUII IS IAUVIutlU IUI OLULU UI riuma IJIUUUGI UPIAUVUI UllUul Mum U VLu-O. I Flu 111dFlUIaGWICI Snan flullly IiRCCn 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 i j BORAL ROOFING LLC Ii I1 Metal Shingles TECHNICAL SERVICES, LLC INSTALLATION Note - Refer to the APPROVED ASSEMBLIES section of this report for the maximum design pressures of the approved assemblies. 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 FL27408 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. l v V CREEK TECHNICAL SERVICES, LLC Direct -to -Deck Installation Patterns i i Pacific Tile - Batten Pattern 1 I I Barrel Vault - Batten Pattern 1 BORAL ROOFING LLC Metal Shingles Barrel Vault - Direct -to -Deck Pattern 2 Batten Spacing Panel Sod Battens Fastener woad Battens Roof Panel Pine Crest Shake - Batten Pattern 2 Pacific Tile - Batten Pattern 2 Barrel Vault - Batten Pattern 2 1\ BOR18002 FL27408 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 Granite Ridge Installation Patterns j Roof Panel j hn�Ply -Sheathing I j Granite Ridge - Direct-to-Deck J 461116" ! T T T T T T T BOR18002 FL27408 BORAL ROOFING LLC Metal Shingles Panel Fastener 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. r BORAL ROOFING LLC CREEK Metal Shingles TECHNICAL SERVICES, LLC APPROVED ASSEMBLIES 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 -52.6 psf Pressures: Pressure calculated using 2:1 marcmin of safety 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 60 ft 42ft D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 31ft 19ft 2 Penmeter r,; ..--ryZOne B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 55ft 36ft NA C 60 ft 60 ft 60 ft 60 ft 50 ft 26 ft NA NA NA D 60 ft 60 ft 60 ft 48 ft 21 ft I NA NA NA NA B 60 ft 60 ft 60 ft 60 ft 35 ft NA NA NA NA C 60 ft 60 ft 33 ft 19 ft NA NA NA NA NA D 60 ft 35 ft 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. Veld = Vui,g0.6. For hip roofs 2:12 to 5.6:12, Zone 3 shall be treated as Zone 2 BOR18002 FL27408 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. CREEij BORAL ROOFING LLC Il Metal Shingles TECHNICAL SERVICES, LLC 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. 19132 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 INSTALLAT101V 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 Maxr GahielHip�Roof r s 6 _ ^� ,a << a ��aslc WI'd ,Speed Ex osurEw as „ �00_ 1"1#)f0a �3Q 10 1a01 170, 18= �. IRE' � s-y^� "`t�a'a ssvy� � .«` � � s g! 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 60 ft 60 ft D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft a&..�_'-. �� „3:... h a'a.�a. r�a�.. ,«.�.... _� .'r_ .__ ��'.r�.«.x .��.. _. ..._, ,,,, - .. ::°":... ;,z.•' ,��a. hN� „«.w" 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 60 ft 60 ft 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 60 ft C 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 48 ft D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 38ft 20ft 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 it is shown in the above table. Design pressures are calculated using Vnd = V�lt40.6. For hip roofs 2:12 to 5.6:12, Zone 3 shall be treated as Zone 2 BOR18002 FL27408 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. i I I 1 CREEK TECHNICAL SERVICES, LLC BORAL ROOFING LLC Metal Shingles 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, 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 -82.6 psf Pressures: Pn:ssure calculated using 2:1 margin of safety ' r Maximum Mean Roof Heights far Gable/lisp Roofs f tj Slopes 2 exposure 96asic Wind Speed (mph} x '.,160, 170 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 60 ft 60 ft u D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft �,�_. �y,°. done 2 =,Pe_ rimeer 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 1 60 ft 60 ft 60 ft 1 38 ft D 60 ft 60 ft 60 ft 1 60 ft J 60 ft 1 60 ft 1 60 ft 1 30ft 1 19ft B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 44ft 30ft C 60 ft 60 ft 60 ft 60 ft 60 ft 35 ft 19 ft NA NA D 60 ft 60 ft 60 ft 60 ft 30 ft 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 Veld = V,dt40.6. For hip roofs 2:12 to 5.6:12, Zone 3 shall be treated as Zone 2 BOR18002 FL27408 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. i CREEK TECHNICAL SERVICES, LLC BORAL ROOFING LLC Metal Shingles 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, refer to 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 B 1 60 ft 1 60 ft 1 60 ft 1 60 ft 1 60 ft 1 60 ft 1 60 ft 1 60 ft 1 60 ft C 1 60 ft 1 60 ft 1 60 ft 1 60 ft 1 60 ft 1 60 ft 1 60 ft 1 60 ft 1 60 ft B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 6.0ft C 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 60 ft 60 ft .::70ne3. # W Corner Z,K,�� p ;g 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 60 ft+60 ft D 60 ft 60 ft 60 ft 60 ft 60ft60 ft 60 ft 60 ft50 ft 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„ it is shown in the above table. Design pressures are calculated using Veld = VuiA-6. For hip roofs 2:12 to 5.6:12, Zone 3 shall be treated as Zone 2 BOR18002 FL27408 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 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 II 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 B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 1 60 ft 1 60 ft 1 60 ft C 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 1 60 ft 1 60 ft 1 56ft D 60 ft 60 ft 60 ft 1 60 ft 1 60 ft 1 60 ft 1 60 ft 1 44ft 1 25ft B 60 ft 60 ft 60 ft 1 60ft 1 60 ft 1 60 ft 1 60 ft 1 57ft 38ft C 60 ft 60 ft 60 ft 60 ft 1 60 ft 1 40 ft 1 23 ft I NA NA D 60 ft 60 ft 60 ft 1 60 ft 1 33 ft 1 19 ft I NA I 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 1 Oft 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) Vmt is shown in the above table. Design pressures are calculated usinq Vasa = Vmtg0.6 per 1609.3.1. For hip roofs 2:12 to 5.6:12, Zone 3 shall be treated as Zone 2 BOR18002 FL27408 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. , . f f CREEK r TECHNICAL SERVICES, LLC BATTEN/COUNTER BATTEN INSTALLATION (NON-HVHZ ONLY) BORAL ROOFING LLC Metal Shingles 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 IA 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 z 0.36 nd� Type Roof Type and Slope Gable Roof Slope 3:12 to 6.1:121 Gable Roof Slop a >6.1:12 to 12:12 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2& 3 Speed (mph) Exposure B C B C B C B C B C Fastene? 16d #8 16d #8 16d #8 16d #8 16d #8 16d #8 16d #8 16d #8 16d #8 16d #6 5100 Batten' 2 1 2 1 2 1 2 1 2 2 2 2 2 1 2 1 2 1 2 1 Counterbatten = 1.25" 4 14 14 14 14 14 14 14 14 10 14 10 14 14 14 14 14 14 14 14 14 Counterbatten = 1.00,,4 14 14 14 14 14 14 14 14 10 14 10 14 14 14 14 14 14 14 14 14 I Counterbatten = 0.75" 4 14 14 14 14 10 14 10 14 7 10 7 10 14 14 14 14 14 14 14 14 110 Batten 2 1 2 1 2 2 2 2 3 2 3 2 2 1 2 1 2 1 2 1 Counterbatten = 1.25" 4 14 14 14 14 14 14 14 14 1 10 1 14 10 14 14 14 14 14 14 14 14 14 Counterbatten = 1.00..)4 14 14 14 14 10 14 10 14 7 10 7 10 14 14 14 14 14 14 14 14 Counterbatten = 0.75" 4 14 14 14 14 7 10 7 10 4 7 4 7 14 14 14 14 10 14 10 1 14 120 Batten 2 1 2 1 2 2 2 2 3 2 3 2 2 1 2 1 2 1 2 1 Counterbatten = 1.25,,4 14 14 14 14 10 14 10 14 7 14 7 14 14 14 14 14 14 14 14 14 Counterbatten = 1.00,,4 14 14 14 14 10 14 10 14 7 10 7 10 14 14 14 14 14 14 14 14 Counterbatten = 0.75" 4 10 14 10 14 7 10 7 10 4 7 4 7 10 14 10 14 10 14 10 14 130 Batten' 2 1 2 1 3 2 3 2 4 3 4 3 2 1 2 1 2 2 2 2 Counterbatten = 1.25" 4 14 14 14 14 10 14 10 14 7 10 7 10 14 14 14 14 14 14 14 14 Counterbatten = 1.0o..)4 14 14 14 14 7 10 7 10 4 7 4 7 14 14 14 14 10 14 10 14 Counterbatten = 0.75',4 10 14 10 14 4 7 4 7 4 4 4 4 10 14 10 14 7 10 7 10 140 Batten' 2 1 2 1 3 2 3. 2 4 3 4 3 2 2 2 2 2 2 2 2 Counterbatten = 1.25..4 14 14 14 14 10 14 10 14 4 10 4 10 14 14 14 14 10 14 10 14 Counterbatten = 1.00i4 10 14 10 14 7 10 7 10 4 7 4 7 10 14 10 14 10 14 10 14 Counterbatten = 0.75..)4 10 14 10 14 4 7 4 7 4 4 4 4 7 10 7 10 7 10 7 10 150 Batten3 2 2 2 2 3 2 3 2 5 3 5 3 2 2 2 2 3 2 3 2 Counterbatten = 1.25,,4 14 14 14 14 7 14 7 14 4 10 4 10 10 14 10 14 10 14 10 14 Counterbatten = 1.00,.4 10 14 10 14 4 7 4 7 4 4 4 4 10 14 10 14 7 10 7 10 Counterbatten = 0.75" 4 7 10 7 10 4 7 4 7 NA 4 NA 4 7 10 7 10 7 10 7 10 160 Batten 2 2 2 2 4 3 4 3 5 4 5 4 3 2 3 2 3 2 3 2 Counterbatten = 1.25..)4 10 14 10 14 7 10 7 10 4 7 4 7 10 14 10 14 10 14 10 14 Counterbatten = 1.00,,4 10 14 10 14 4 7 4 7 4 4 4 4 7 10 7 10 7 10 7 10. Counterbatten = 0.75" 4 7 10 7 10 4 4 4 4 NA 4 NA 4 7 10 7 10 4 7 4 7 170 Batten3 3 2 3 2 4 3 4 3 6 4 6 4 3 2 3 2 3 2 3 2 Counterbatten = 1.25.,4 10 14 10 14 4 10 4 10 4 7 4 7 10 14 10 14 7 14 7 14 Counterbatten = 1.00..)4 7 10 7 10 4 7 4 7 NA 4 NA 4 7 10 7 10 7 10 7 10 Counterbatten = 0.75" 4 4 10 4 10 4 4 4 4 NA NA NA NA 4 7 4 7 4 7 4 7 180 Batten 3 2 3 2 4 1 3 1 4 3 6 5 6 5 3 2 3 2 3 3 3 3 Counterbatten = 1.25i4 10 14 1 10 14 4 1 10 1 4 10 4 7 4 7 7 14 7 14 7 14 7 14 Counterbatten = 1.00,,4 7 10 1 7 10 4 1 4 1 4 4 NA 4 NA 4 7 1 10 7 10 4 7 4 7 Counterbatten = 0.75" 4 4 7 1 4 7 NA 1 4 1 NA 4 NA I NA NA NA 4 1 7 4 1 7 1 4 7 1 4 7 Notes: 1) For hip roofs between 3:12 and 5.6:12 Zone 3 shall be treated as Zone 2 2) The batten and counter batten fasteners shall minimum 16d x 3.5-inch ring shank nails and #8 x 3-inch wood screws 3) For batten to counter batten attachment, the number of fasteners at each intersection are shown for each wind load condition 4) For counter batten to rafter/truss attachment, the fastener spacings along each counterbatten are shown for each wind load condition. The counter batten fastener shall penetrate into the rafter/truss a minimum distance (p) as shown on the table 5) NA = not applicable BOR18002 FL27408 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. 1 This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. I 1 CREEK TECHNICAL SERVICES, LLC BORAL ROOFING LLC Metal Shingles Batten and Counter Batten Spacing and Fastener Requirement for Reroofing with Counterbatten and Rafter of Specific Gravity 2 0.5 Ult. Wind Speed Type Roof Type and Slope Gable Roof Slope 3:12 to 6.1:121 Gable Roof Slope >6.1:12 to 12:12 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2& 3 (mphj 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 5100 Batten 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 Counterbatten = 1.25,,4 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 Counterbatten = 1.00,.4 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 Counterbatten = 0.75" 4 14 14 14 14 10 14 10 14 7 14 7 14 14 14 14 14 14 14 14 14 110 Batten 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 Counterbatten = 1.25'.4 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 Counterbatten = 1.00,,4 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 I Counterbatten = 0.75,,4 14 14 14 14" 14 14 14 14 10 14 10 14 14 14 14 14 14 14 14 14 120 Batten 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 Counterbatten = 1.25i4 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 Counterbatten = 1.00,,4 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 Counterbatten = 0.75" 4 14 14 14 14 14 14 14 14 10 14 10 14 14 14 14 14 14 14 14 14 130 Batten 2 1 2 1 2 1 2 1 2 2 2 2 2 1 2 1 2 1 2 1 Counterbatten = 1.25" 4 14 14 14 14 14 14 14 14 14 14 14 14, 14 '14 14 14 14 14 14 14 Counterbatten = 1.0o..)4 14 14 14 14 14 14 14 14 10 14 10 14 14 14 14 14 14 14 14 14 Counterbatten = 0.75"4 14 14 14 14 10 14 10 14 7 10 7 10 14 14 14 14 14 14 14 14 140 Batten 2 1 2 1 2 1 2 1 2 2 2 2 2 1 2 1 2 1 2 1 Counterbatten = 1.25..)4 14 14 14 14 14 14 14 14 10 14 10 14 14 14 14 14 14 14 1 14 14 Counterbatten = 1.00,,4 14 14 14 14 14 14 14 14 10 14 10 14 14 14 14 14 14 14 14 14 Counterbatten = 0.75',4 14 14 14 14 10 14 10 14 7 10 7 10 14 14 14 1 14 14 14 14 14 150 Batten3 2 1 2 1 2 1 2 1 3 2 3 1 2 2 1 2 1 2 1 2 1 Counterbatten = 1.25'.4 14 14 14 14 14 14 14 14 10 14 10 14 14 14 14 14 14 14 14 14 Counterbatten = 1.00" 4 14 14 14 14 10 14 10 14 7 10 7 10 14 14 14 14 14 14 14 14 Counterbatten = 0.75" 4 14 14 14 14 10 14 10 14 4 7 4 7 14 14 14 14 14 14 14 14 160 Batten 2 1 1 2 1 2 2 2 2 3 2 3 2 2 1 2 1 2 1 2 1 Counterbatten = 1.25,,4 14 14 14 14 14 14 14 14 10 14 10 14 14 14 14 14 14 14 1 14 1 14 Counterbatten = 1.00,,4 14 14 14 14 10 14 10 14 7 10 7 10 14 . 14 14 14 14 14 14 14 Counterbatten = 0.75,,4 14 14 14 14 7 10 7 10 4 7 4 7 14 14 14 1 14 10 14 10 14 170 Batten 2 1 2 1 2 2 2 2 3 2 3 2 2 1 2 1 2 1 2 1 Counterbatten = 1.25.,4 14 14 14 14 10 14 10 14 7 14 7 14 14 14 14 14 14 14 14 14 Counterbatten = 1.00,,4 14 1 14 14 14 10 14 10 14 7 10 7 10 14 14 14 14 14 14 14 14 Counterbatten = 0.75,.4 10 14 10 14 7 10 7 10 4 7 4 7 10 14 10 14 10 14 10 14 180 Batten' 2 1 2 1 3 2 1 3 1 2 1 3 1 3 3 3 2 1 1 2 1 2 1 2 2 2 Counterbatten = 1.25i4 14 14 14 14 10 14 10 14 7 10 7 10 14 1 14 14 14 14 14 14 1 14 Counterbatten = 1.0o..)4 14 14 14 14 7 10 7 10 4 7 4 7 14 14 14 1 14 10 14 10 14 Counterbatten = 0.75i4 10 14 10 14 1 7 10 1 7 10 4 4 4 4 10 14 10 1 14 7 10 7 10 Notes: 1) i-or nip roots between ;3:1L ana 5.b:11 Lone 3 shall be treated as Lone "L 2) The batten and counter batten fasteners shall minimum 16d x 3.5-inch ring shank nails and #8 x 3-inch wood screws 3) For batten to counter batten attachment, the number of fasteners at each intersection are shown for each wind load condition 4) 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 I BOR18002 FL27408 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 Gable Hip IA BORAL ROOFING LLC Metal Shingles 2 1 2 ,3 2 3 3 2 3 a 2 1 2 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 3ft. LIMITATIONS 1. Fire classification is not within the scope of this evaluation. 2. 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 requirements. 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 61G20-3. 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-099-02-01 B ASTM G 155 2005a 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-099-02-01 E UL 580 2006 UL1897 2012 TAS 125 2003 PRI Construction Materials Technologies (TST5878) BORR-099-02-01 F 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 2005a 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 2010 Calculations ANSI/AWC NDS 2015 BOR18002 FL27408 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 COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. `,`,��Yt IR %%% G� j,P ..... J-EN`sF'�Sj��. No 74021 1 L STATE OF/ 41 �. 41iIn1N�l CERTIFICATION OF INDEPENDENCE *,.. M. 2018.06.14 11:43:19 ucmM�Web=sen0.nr a.�x•w .. .... _041001 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. I END OF REPORT BOR18002 FL27408 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.