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1276 Main St ROOF23-0073 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP: DOANER STEVEN B 1276 MAIN ST ATLANTIC BEACH FL 32233-2643 COMPANY:ADDRESS:CITY:STATE:ZIP: ERIE CONSTRUCTION MID- WEST, LLC 3516 GRANITE CIR TOLEDO OH 43617 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 171052 0050 ATLANTIC BEACH SEC H JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1276 MAIN ST ROOF NON SHINGLE METAL ROOF 4/12 12sq $27797.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 BUILDING NOTICE OF COMMENCEMENT INFORMATIONAL Notes: No inspections may be scheduled until a copy a recorded Notice of Commencement has been submitted to the Building Department 2 BUILDING ROOF IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL Notes: a. The roof sheathing for all new construction must remain uncovered until the Roof Sheathing Inspection is approved. All roofing projects require an In- Progress Inspection. Sheathing installation and replacement guidelines per APA. Underlayment must conform to FBC-R Table 905.1.1. Shingles must conform to ASTM D3161 G or H, or ASTM D7158 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 10/23/2023 PERMIT NUMBER ROOF23-0073 ISSUED: 10/23/2023 EXPIRES: 4/20/2024 ROOF NON SHINGLE PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $190.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $95.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.28 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.85 TOTAL: $292.13 2 of 2Issued Date: 10/23/2023 PERMIT NUMBER ROOF23-0073 ISSUED: 10/23/2023 EXPIRES: 4/20/2024 ROOF NON SHINGLE PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION METAL ROOF 4/12 12sq 1276 MAIN ST ERIE CONSTRUCTION MID-WEST, LLC ROOF23-0073 ROOF23-0073 ROOF23-0073 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL #FL17365-R3 Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Isaiah Industries, Inc. Address/Phone/Email 8510 Industry Park Drive Piqua, OH 45356 (937) 773-9840 Ext 221 ericv@classicroof.com Authorized Signature Voress Eric ericv@classicroof.com Technical Representative Eric Voress Address/Phone/Email 8510 Industry Park Drive Piqua, OH 45356 (937) 773-9840 Ext 221 ericv@classicroof.com Quality Assurance Representative Tom Ward Address/Phone/Email 8510 Industry Park Drive Piqua, OH 45356 (937) 773-9840 Ext 222 tom@isaiahindustries.com Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity Miami-Dade BCCO - EVL Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 03/10/2025 Validated By Miami-Dade BCCO - VAL Certificate of Independence Referenced Standard and Year (of Standard)Standard Year ASTM D226 2009 Equivalence of Product Standards Certified By Sections from the Code ROOF23-0073 Product Approval Method Method 1 Option C Date Submitted 06/04/2021 Date Validated 07/30/2021 Date Pending FBC Approval Date Approved 08/07/2021 Summary of Products FL #Model, Number or Name Description 17365.1 RoofAquaGuard UDLX RoofAquaGuard synthetic roofing underlayment Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL17365_R3_II_NOA 19-1203.03.pdf Verified By: Miami-Dade BCCO - EVL Created by Independent Third Party: Evaluation Reports FL17365_R3_AE_NOA 19-1203.03.pdf Back Next 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: NOA No.: 19-1203.03 Expiration Date: 03/10/25 Approval Date: 12/10/20 Page 1 of 3 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/pera Isaiah Industries, Inc. 8510 Industry Park Drive Piqua, Ohio 45356 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: RoofAquaGuard UDLX LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #14-1030.10 and consists of pages 1 through 3. The submitted documentation was reviewed by Alex Tigera. NOA No.: 19-1203.03 Expiration Date: 03/10/25 Approval Date: 12/10/20 Page 2 of 3 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material: Polypropylene TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Specification Product Description RoofAquaGuard UDLX 60” x 200’ rolls ASTM D226 Type I & II A polymer coated, woven synthetic underlayment comprised of spunbound polypropylene and polypropylene netting with anti-slip coatings on both sides. MANUFACTURING PLANT: 1. Hangzhou, China EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Intertek Testing Services 3172779COQ-007E ASTM D226 07/07/09 3172779COQ-007D ASTM D5147 05/26/09 Momentum Technologies JX05K0A ASTM D 226 10/15/20 INSTALLATION SPECIFICATIONS: RoofAquaGuard UDLX 1. RoofAquaGuard UDLX Underlayment shall be installed in strict compliance with applicable Building Code. 2. RoofAquaGuard UDLX Underlayment shall be installed with a minimum 4-inch horizontal lap and 6-inch vertical laps in a shingle layer fashion. 3. RoofAquaGuard UDLX Underlayment shall be attached with PrimeSource Tin Caps-1-5/8” Stress Plates or equivalent fasteners at 5” o.c. at the laps and three staggered rows 12” o.c. vertically and 12” o.c. horizontally in the field of the roll. 4. RoofAquaGuard UDLX Underlayment is a component used in roof asemblies. Roof assemblies are approved under specific assembly Noticed of Acceptance. 5. RoofAquaGuard UDLX Underlayment may be used with Asphaltic shingles, Wood shakes and shingles, Non- structural metal roofing, and quarry slate. RoofAquaGuard UDLX Underlayment shall not be used as roof tile underlayment. 6. For fire classification of specific roof assemblies using RoofAquaGuard UDLX Underlayment refer to a current Approved Roofing Materials Directory for fire ratings of this product. NOA No.: 19-1203.03 Expiration Date: 03/10/25 Approval Date: 12/10/20 Page 3 of 3 BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. RoofAquaGuard UDLX Underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 4. RoofAquaGuard UDLX Underlayment shall not be hot mopped, refer to manufacturer’s published literature for product compatibility. 5. RoofAquaGuard UDLX Underlayment shall not be applied over an existing roof membrane as a recover system. 6. RoofAquaGuard UDLX Underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 7. RoofAquaGuard UDLX Underlayment are components used in roof system assemblies. Roof system assemblies are approved under a specific Notice of Acceptance. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. RoofAquaGuard UDLX Underlayment may be used with any approved roof covering Notice of Acceptance listing RoofAquaGuard UDLX Underlayment as a component part of an assembly in the Notice of Acceptance. If RoofAquaGuard UDLX Underlayment is not listed; a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 9. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL #FL27408-R3 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Westlake Royal Roofing LLC, Unified Steel Address/Phone/Email 2801 Post Oak Suite 600 Houston, TX 77056 (801) 380-6091 RAnderson3@Westlake.com Authorized Signature Robin Anderson RAnderson3@Westlake.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 Evaluation Report Zachary R. Priest Florida License PE-74021 Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 12/31/2025 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL27408_R3_COI_Certificate_of_Independence_CREEK Technical Services.pdf Referenced Standard and Year (of Standard)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 ROOF23-0073 Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/08/2022 Date Validated 09/11/2022 Date Pending FBC Approval 09/17/2022 Date Approved 12/13/2022 Summary of Products FL #Model, Number or Name Description 27408.1 Pine Crest Shake, Cottage Shingle, Pacific Tile, Barrel Vault Tile and Granite Ridge Shingle Min. 26 ga. stone-coated steel roof panels Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +0/-150 Other: See evaluation report for limits of use. Installation Instructions FL27408_R3_II_WRR18002.3 2020 FBC Eval Metal Panels final.pdf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL27408_R3_AE_WRR18002.3 2020 FBC Eval Metal Panels final.pdf Created by Independent Third Party: Yes Back Next 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: a CREEK Technical Services, LLC WRR18002.3 FL27408-R3 Page 1 of 14 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 at tributes that are not specifically addressed herein. Registry No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 7TH EDITION (2020) Manufacturer: WESTLAKE ROYAL ROOFING, LLC, UNIFIED STEEL Issued September 8, 2022 3093 “A” Industry Street Oceanside, CA 92054 (760) 435-9842 www.westlakeroyalroofing.com Manufacturing: Oceanside, CA Quality Assurance: QAI Laboratories (QUA7628) SCOPE Category: Roofing Subcategory: Metal Roofing Code Edition: Florida Building Code, 7th 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 Shingle 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 CREEK Technical Services, LLC WRR18002.3 FL27408-R3 Page 2 of 14 Page 2 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 a re not specifically addressed herein. WESTLAKE ROYAL ROOFING LLC Metal Shingles 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 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 CREEK Technical Services, LLC WRR18002.3 FL27408-R3 Page 3 of 14 Page 3 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 a re not specifically addressed herein. WESTLAKE ROYAL ROOFING LLC Metal Shingles 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 Cottage Shingle - Direct-to-Deck Pattern 2 Pacific Tile - Direct-to-Deck Pattern 1 Pacific Tile - Direct-to-Deck Pattern 2 CREEK Technical Services, LLC WRR18002.3 FL27408-R3 Page 4 of 14 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 a re not specifically addressed herein. WESTLAKE ROYAL ROOFING LLC Metal Shingles Direct-to-Deck Installation Patterns Barrel Vault - Direct-to-Deck Pattern 1 Barrel Vault - Direct-to-Deck Pattern 2 Over Batten Installation Patterns Pine Crest Shake - Batten Pattern 1 Pine Crest Shake - Batten Pattern 2 Pacific Tile - Batten Pattern 1 Pacific Tile - Batten Pattern 2 Barrel Vault - Batten Pattern 1 Barrel Vault - Batten Pattern 2 CREEK Technical Services, LLC WRR18002.3 FL27408-R3 Page 5 of 14 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 a re not specifically addressed herein. WESTLAKE ROYAL ROOFING LLC Metal Shingles Granite Ridge Installation Patterns Granite Ridge - Direct-to-Deck CREEK Technical Services, LLC WRR18002.3 FL27408-R3 Page 6 of 14 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 a re not specifically addressed herein. WESTLAKE ROYAL ROOFING LLC Metal Shingles APPROVED ASSEMBLIES Direct-to-Deck Pattern 1 Slope: 3:12 or greater Roof Deck: Solid or closely fitted min. 15/32 in. plywood sheathing for new and existing construction at 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. Underlayment: Installed in accordance with FBC requirements. In the HVHZ, the minimum underlayment shall be ASTM D 226, Type II installed in accordance with Section 1518.2 or any approved underlayment for use in the HVHZ. Attachment: 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 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 a t 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 Pressures: -52.5 psf 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) ≤120 130 140 150 160 170 180 190 200 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 17 ft 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) Vult is shown in the above table. Design pressures are calculated using Vasd = Vult√0.6. CREEK Technical Services, LLC WRR18002.3 FL27408-R3 Page 7 of 14 Page 7 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 a re not specifically addressed herein. WESTLAKE ROYAL ROOFING LLC Metal Shingles Direct-to-Deck Pattern 2 Slope: 3:12 or greater Roof Deck: Solid or closely fitted min. 15/32 in. plywood sheathing for new and existing construction at 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. Underlayment: Installed in accordance with FBC requirements. In the HVHZ, the minimum underlayment shall be ASTM D 226, Type II installed in accordance with Section 1518.2 or any approved underlayment for use in the HVHZ. Attachment: 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 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 Pressures: -127.5 psf 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) ≤120 130 140 150 160 170 180 190 200 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 60 ft 55 ft D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 43 ft 24 ft Zone 2 (includes 2e, 2n, and 2r) – Perimeter B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 59 ft 41 ft C 60 ft 60 ft 60 ft 60 ft 60 ft 43 ft 25 ft 15 ft 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 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 47 ft 32 ft 22 ft C 60 ft 60 ft 60 ft 60 ft 34 ft 19 ft NA NA NA D 60 ft 60 ft 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 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) Vult is shown in the above table. Design pressures are calculated using Vasd = Vult√0.6. CREEK Technical Services, LLC WRR18002.3 FL27408-R3 Page 8 of 14 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 a re not specifically addressed herein. WESTLAKE ROYAL ROOFING LLC Metal Shingles Batten Pattern 1 Slope: 3:12 or greater Roof Deck: Solid or closely fitted min. 15/32 in. plywood sheathing for new and existing construction at 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. Underlayment: Installed in accordance with FBC requirements. In the HVHZ, the minimum underlayment shall be ASTM D 226, Type II installed in accordance with Section 1518.2 or any approved underlayment for use in the HVHZ. Battens: Nominal No. 2 2x2 SYP wood battens spaced 14-1/2 in. o.c. and oriented perpendicular to 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. Attachment: 26 ga. Metal Panel installed as shown in INSTALLATION with five (5) #10-16 x 2 in. HWH 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 Pressures: -82.5 psf 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) ≤120 130 140 150 160 170 180 190 200 Zone 1 – Field B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 48 ft 33 ft 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 60 ft 60 ft 60 ft 60 ft 42 ft 28 ft 18 ft 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 29 ft 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) Vult is shown in the above table. Design pressures are calculated using Vasd = Vult√0.6. CREEK Technical Services, LLC WRR18002.3 FL27408-R3 Page 9 of 14 Page 9 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 a re not specifically addressed herein. WESTLAKE ROYAL ROOFING LLC Metal Shingles Batten Pattern 2 Slope: 3:12 or greater Roof Deck: Solid or closely fitted min. 15/32 in. plywood sheathing for new and existing construction at 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. Underlayment: Installed in accordance with FBC requirements. In the HVHZ, the minimum underlayment shall be ASTM D 226, Type II installed in accordance with Section 1518.2 or any approved underlayment for use in the HVHZ. Battens: Nominal No. 2 2x2 SYP wood battens spaced 14-1/2 in. o.c. and oriented perpendicular to 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. Attachment: 26 ga. Metal Panel installed as shown in INSTALLATION with ten (10) #10-16 x 2 in. HWH 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 Pressures: -150 psf 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) ≤120 130 140 150 160 170 180 190 200 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 60 ft 60 ft D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 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 54 ft 32 ft 20 ft 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 57 ft 39 ft 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 escarpm ents 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) Vult is shown in the above table. Design pressures are calculated using Vasd = Vult√0.6. CREEK Technical Services, LLC WRR18002.3 FL27408-R3 Page 10 of 14 Page 10 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 a re not specifically addressed herein. WESTLAKE ROYAL ROOFING LLC Metal Shingles Granite Ridge Direct-to-Deck Slope: 4:12 or greater Roof Deck: Solid or closely fitted min. 15/32 in. plywood sheathing for new and existing construction at 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. Underlayment: Installed in accordance with FBC requirements. In the HVHZ, the minimum underlayment shall be ASTM D 226, Type II installed in accordance with Section 1518.2 or any approved underlayment for use in the HVHZ. Attachment: 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 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 Pressures: -110 psf Pressure calculated using 2:1 margin of safety per 1504.9 Maximum Mean Roof Heights for Gable/Hip Roofs Slopes 2:12 – 12:12 Exposure 9Basic Wind Speed (mph) ≤120 130 140 150 160 170 180 190 200 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 45 ft 27 ft D 60 ft 60 ft 60 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 60 ft 42 ft 28 ft 19 ft NA C 60 ft 60 ft 60 ft 31 ft 16 ft NA NA NA NA D 60 ft 60 ft 26 ft NA NA 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 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) Vult is shown in the above table. Design pressures are calculated using Vasd = Vult√0.6 per 1609.3.1. CREEK Technical Services, LLC WRR18002.3 FL27408-R3 Page 11 of 14 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 a re not specifically addressed herein. WESTLAKE ROYAL ROOFING LLC Metal Shingles 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 Ult. Wind Speed (mph) Type Roof Type and Slope Gable Roof Slope 3:12 to 12:12 Hip Roof Slope 6.1:12 to 12:12 Hip Roof Slope 3:12 to 6.1:12 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 & 3 Exposure B C B C B C B C B C Fastener1 16d #8 16d #8 16d #8 16d #8 16d #8 16d #8 16d #8 16d #8 16d #8 16d #8 ≤100 Batten2 2 2 2 2 3 2 3 2 3 2 3 2 2 1 2 1 2 2 2 2 Counterbatten (p = 1.25")3 14 14 14 14 10 14 10 14 7 14 7 14 14 14 14 14 10 14 10 14 Counterbatten (p = 1.00")3 10 14 10 14 7 10 7 10 7 10 7 10 14 14 14 14 7 14 10 14 Counterbatten (p = 0.75")3 10 14 10 14 4 7 4 7 4 7 4 7 10 14 10 14 7 10 7 10 110 Batten2 2 2 2 2 3 2 3 2 4 3 4 3 2 2 2 2 3 2 3 2 Counterbatten (p = 1.25")3 10 14 10 14 7 14 7 14 7 10 7 10 14 14 14 14 10 14 10 14 Counterbatten (p = 1.00")3 10 14 10 14 7 10 7 10 4 7 4 7 10 14 10 14 7 10 7 10 Counterbatten (p = 0.75")3 7 10 7 10 4 7 4 7 4 4 4 4 7 10 7 10 4 7 4 7 120 Batten2 3 2 3 2 4 3 4 3 4 3 4 3 2 2 2 2 3 2 3 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 (p = 1.00")4 7 10 7 10 4 7 4 7 4 7 4 7 10 14 10 14 4 10 7 10 Counterbatten (p = 0.75")4 4 10 4 10 4 4 4 4 4 4 4 4 7 10 7 10 4 7 4 7 130 Batten2 3 2 3 2 4 3 4 3 5 3 5 3 3 2 3 2 4 3 4 3 Counterbatten (p = 1.25")3 10 14 10 14 4 10 4 10 4 7 4 7 10 14 10 14 7 10 7 10 Counterbatten (p = 1.00")3 7 10 7 10 4 7 4 7 4 4 4 4 7 10 7 10 4 7 4 7 Counterbatten (p = 0.75")3 4 7 4 7 4 4 4 4 NA 4 NA 4 4 7 4 7 4 4 4 4 140 Batten2 3 2 3 2 5 3 5 3 5 4 5 4 3 2 3 2 4 3 4 3 Counterbatten (p = 1.25")3 7 14 7 14 4 10 4 10 4 7 4 7 7 14 7 14 4 10 4 10 Counterbatten (p = 1.00")3 4 7 4 7 4 4 4 4 NA 4 NA 4 7 10 7 10 4 7 4 7 Counterbatten (p = 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 3 Counterbatten (p = 1.25")3 7 10 7 10 4 7 4 7 4 7 4 7 7 14 7 14 4 10 4 10 Counterbatten (p = 1.00")3 4 7 4 7 4 4 4 4 NA 4 NA 4 4 7 4 7 4 4 4 4 Counterbatten (p = 0.75")3 4 4 4 4 NA 4 NA 4 NA NA NA NA 4 7 4 7 NA 4 NA 4 160 Batten2 4 3 4 3 6 4 6 4 NA 5 NA 5 4 3 4 3 5 4 5 4 Counterbatten (p = 1.25")3 4 10 4 10 4 7 4 7 NA 4 NA 4 7 10 7 10 4 7 4 7 Counterbatten (p = 1.00")3 4 7 4 7 NA 4 NA 4 NA 4 NA 4 4 7 4 7 NA 4 4 4 Counterbatten (p = 0.75")3 NA 4 NA 4 NA NA NA NA NA NA NA NA 4 4 4 4 NA 4 NA 4 170 Batten2 5 3 5 3 NA 5 NA 5 NA NA NA NA 4 3 4 3 6 4 6 4 Counterbatten (p = 1.25")3 4 10 4 10 4 4 4 4 NA 4 NA 4 4 10 4 10 4 7 4 7 Counterbatten (p = 1.00")3 4 4 4 4 NA 4 NA 4 NA NA NA NA 4 7 4 7 NA 4 NA 4 Counterbatten (p = 0.75")3 NA 4 NA 4 NA NA NA NA NA NA NA NA NA 4 NA 4 NA NA NA NA 180 Batten2 5 4 5 4 NA 5 NA 5 NA NA NA NA 5 3 5 3 NA 5 6 5 Counterbatten (p = 1.25")3 4 7 4 7 NA 4 NA 4 NA 4 NA 4 4 7 4 7 NA 7 4 7 Counterbatten (p = 1.00")3 4 4 4 4 NA 4 NA 4 NA NA NA NA 4 4 4 4 NA 4 NA 4 Counterbatten (p = 0.75")3 NA 4 NA 4 NA NA NA NA NA NA NA NA NA 4 NA 4 NA NA NA NA Notes: 1) The batten and counter batten fasteners shall minimum 16d x 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 CREEK Technical Services, LLC WRR18002.3 FL27408-R3 Page 12 of 14 Page 12 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 a re not specifically addressed herein. WESTLAKE ROYAL ROOFING LLC Metal Shingles Batten and Counter Batten Spacing and Fastener Requirement for Reroofing with Counterbatten and Rafter of Specific Gravity ≥ 0.5 Ult. Wind Speed (mph) Type Roof Type and Slope Gable Roof Slope 3:12 to 12:12 Hip Roof Slope 6.1:12 to 12:12 Hip Roof Slope 3:12 to 6.1:12 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 & 3 Exposure B C B C B C B C B C Fastener1 16d #8 16d #8 16d #8 16d #8 16d #8 16d #8 16d #8 16d #8 16d #8 16d #8 ≤100 Batten2 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 Counterbatten (p = 1.25")3 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 Counterbatten (p = 1.00")3 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 Counterbatten (p = 0.75")3 14 14 14 14 10 14 10 14 10 14 10 14 14 14 14 14 14 14 14 14 110 Batten2 2 1 2 1 2 1 2 1 2 2 2 2 2 1 2 1 2 1 2 1 Counterbatten (p = 1.25")3 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 Counterbatten (p = 1.00")3 14 14 14 14 14 14 14 14 10 14 10 14 14 14 14 14 14 14 14 14 Counterbatten (p = 0.75")3 14 14 14 14 10 14 10 14 7 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 (p = 1.25")3 14 14 14 14 14 14 14 14 10 14 10 14 14 14 14 14 14 14 14 14 Counterbatten (p = 1.00")4 14 14 14 14 10 14 10 14 10 14 10 14 14 14 14 14 10 14 14 14 Counterbatten (p = 0.75")4 10 14 10 14 7 10 7 10 7 10 7 10 14 14 14 14 10 14 10 14 130 Batten2 2 1 2 1 2 2 2 2 3 2 3 2 2 1 2 1 2 2 2 2 Counterbatten (p = 1.25")3 14 14 14 14 10 14 10 14 10 14 10 14 14 14 14 14 14 14 14 14 Counterbatten (p = 1.00")3 14 14 14 14 10 14 10 14 7 10 7 10 14 14 14 14 10 14 10 14 Counterbatten (p = 0.75")3 10 14 10 14 7 10 7 10 4 7 4 7 10 14 10 14 7 10 7 10 140 Batten2 2 2 2 2 3 2 3 2 3 2 3 2 2 1 2 1 2 2 2 2 Counterbatten (p = 1.25")3 14 14 14 14 10 14 10 14 7 14 7 14 14 14 14 14 10 14 10 14 Counterbatten (p = 1.00")3 10 14 10 14 7 10 7 10 7 10 7 10 14 14 14 14 7 14 10 14 Counterbatten (p = 0.75")3 10 14 10 14 7 7 7 7 4 7 4 7 10 14 10 14 7 10 7 10 150 Batten2 2 2 2 2 3 2 3 2 3 3 3 3 2 2 2 2 3 2 3 2 Counterbatten (p = 1.25")3 14 14 14 14 10 14 10 14 7 14 7 14 14 14 14 14 10 14 10 14 Counterbatten (p = 1.00")3 10 14 10 14 7 10 7 10 4 7 4 7 10 14 10 14 7 10 7 10 Counterbatten (p = 0.75")3 7 10 7 10 4 7 4 7 4 7 4 7 7 10 7 10 4 7 4 7 160 Batten2 2 2 2 2 3 2 3 2 4 3 4 3 2 2 2 2 3 2 3 2 Counterbatten (p = 1.25")3 10 14 10 14 7 14 7 14 7 10 7 10 14 14 14 14 7 14 10 14 Counterbatten (p = 1.00")3 10 14 10 14 7 10 7 10 4 7 4 7 10 14 10 14 7 10 7 10 Counterbatten (p = 0.75")3 7 10 7 10 4 7 4 7 4 4 4 4 7 10 7 10 4 7 4 7 170 Batten2 3 2 3 2 4 3 4 3 4 3 4 3 2 2 2 2 3 2 3 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 (p = 1.00")3 7 10 7 10 4 7 4 7 4 7 4 7 10 14 10 14 4 10 7 10 Counterbatten (p = 0.75")3 4 7 4 7 4 4 4 4 4 4 4 4 7 10 7 10 4 7 4 7 180 Batten2 3 2 3 2 4 3 4 3 5 3 5 3 3 2 3 2 4 3 3 3 Counterbatten (p = 1.25")3 10 14 10 14 7 10 7 10 4 10 4 10 10 14 10 14 7 10 7 10 Counterbatten (p = 1.00")3 7 10 7 10 4 7 4 7 4 4 4 4 7 10 7 10 4 7 4 7 Counterbatten (p = 0.75")3 4 7 4 7 4 4 4 4 NA 4 NA 4 4 7 4 7 4 4 4 4 Notes: 1) The batten and counter batten fasteners shall minimum 16d x 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 CREEK Technical Services, LLC WRR18002.3 FL27408-R3 Page 13 of 14 Page 13 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 a re not specifically addressed herein. WESTLAKE ROYAL ROOFING LLC Metal Shingles Gable Hip 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 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 61G20-3. a a a 3 3 a 2 2 1 2 3 a 3 2 a 3 2 2 3 3 1 2 2 3 a a a a a 3 3 2 2 1 1 2 2 1 a 2 2 1 3 3 CREEK Technical Services, LLC WRR18002.3 FL27408-R3 Page 14 of 14 Page 14 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 a re not specifically addressed herein. WESTLAKE ROYAL ROOFING LLC Metal Shingles REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) BORR-099-02-01A ASTM B 117 TAS 110 2016 2000 PRI Construction Materials Technologies (TST5878) BORR-099-02-01B ASTM G 155 TAS 110 2013 2000 PRI Construction Materials Technologies (TST5878) BORR-099-02-01C TAS 100 1995 PRI Construction Materials Technologies (TST5878) BORR-099-02-01D UL 580 UL 1897 TAS 125 2006 2012 2003 PRI Construction Materials Technologies (TST5878) BORR-099-02-01E UL 580 UL 1897 TAS 125 2006 2012 2003 PRI Construction Materials Technologies (TST5878) BORR-099-02-01F ASTM E 8 PRI Construction Materials Technologies (TST5878) BORR-099-02-01G TAS 100 1995 PRI Construction Materials Technologies (TST5878) GRT-007-02-01 ASTM B 117 TAS 110 2016 2000 PRI Construction Materials Technologies (TST5878) GRT-008-02-01 ASTM G 155 TAS 110 2013 2000 PRI Construction Materials Technologies (TST5878) GRT-022-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) GRT-026-02-01 UL 580 UL 1897 TAS 125 2006 2012 2003 CREEK Technical Services, LLC Anchorage Calculations ASCE 7 ANSI/AWC NDS 2016 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, 7th Edition (2020) including High-Velocity Hurricane Zones (HVHZ) 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 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distri buting 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. END OF REPORT This item has been digitally signed and sealed by Zachary R. Priest, PE, on 9/8/2022. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.