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Home My WebLink AboutAppoved Snaplock NOAFLORIDA PRODUCT APPROVAL FLORIDA BUILDING CODE 2017 FL# PRODUCT REPORT 1.5 Nailstrip 24GA Steel WITHOUT SEALANT [15” wide] Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2, 1518.9, 1523.6.5.2.4 Product Description: 1.0” Nailstrip 24GA Steel Roofing Panel Panel Material/Standards: 24GA Steel To be in compliance with FBC 2017 Section 1507.4.3 Corrosion Resistant. Paint Finish (with approval) Optional Panel Dimension(s): As Tested: 15” Coverage Width Fastener: #10 x 1” panclip fastener (optional pancake fastener) through the nailstrip leg of the panel spaced 6” O.C. Fastener goes through the nail strip panel and not the pre-existing nailstrip slots. The female leg of the panels snap-fit to the male leg of the adjacent panels. 30# Asphalt saturated organic felt paper: A single layer was used with a 4” overlap between adjacent sheets. Attachment – 0.120” x 1-1/4” galvanized annular ring shank roofing nails with 32GA tin caps spaced 6” o.c. at perimeter and overlaps, w/ 2 intermediate rows spaced 6” o.c. Fire Barrier: A single layer was used with a 4” overlap between adjacent sheets. Substrate Description: 15/32” 4-Ply CDX Plywood Sheathing Attachment – use 8d coated ring shank nails spaced 4” o.c. over supports at 24” o.c. maximum. Design Uplift Pressures: -78.5 PSF spaced @ 6” O.C. FLORIDA PRODUCT APPROVAL FLORIDA BUILDING CODE 2017 FL# PRODUCT REPORT 1.5 Nailstrip 24GA Steel WITH SEALANT [15” wide] Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2, 1518.9, 1523.6.5.2.4 Product Description: 1.5” Nailstrip 24GA Steel Roofing Panel Panel Material/Standards: 24GA Steel To be in compliance with FBC 2017 Section 1507.4.3 Corrosion Resistant. Paint Finish (with approval) Optional Panel Dimension(s): As Tested: 15” Coverage Width Fastener: #10 x 1” panclip fastener through the nailstrip leg of the panel spaced 6” O.C. Fastener goes through the nail strip panel and not the pre-existing nailstrip slots. The female leg of the panels snap-fit to the male leg of the adjacent panels. Sealant: Geocel 2320 Sealant – A continuous bead was used @ the nailstrip side of the seam. 30# Asphalt saturated organic felt paper: A single layer was used with a 4” overlap between adjacent sheets. Attachment – 0.120” x 1-1/4” galvanized annular ring shank roofing nails with 32GA tin caps spaced 6” o.c. at perimeter and overlaps, w/ 2 intermediate rows spaced 6” o.c. Fire Barrier: A single layer was used with a 4” overlap between adjacent sheets. Substrate Description: 15/32” 4-Ply CDX Plywood Sheathing Attachment – use 8d coated ring shank nails spaced 4” o.c. over supports at 24” o.c. maximum. Design Uplift Pressures: -153.5 PSF spaced @ 6” o.c. FLORIDA PRODUCT APPROVAL FLORIDA BUILDING CODE 2017 FL# PRODUCT REPORT 1.5 Nailstrip 24GA Steel WITH SEALANT [19” wide] Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2, 1518.9, 1523.6.5.2.4 Product Description: 1.5” Nailstrip 24GA Steel Roofing Panel Panel Material/Standards: 24GA Steel To be in compliance with FBC 2017 Section 1507.4.3 Corrosion Resistant. Paint Finish (with approval) Optional Panel Dimension(s): As Tested: 19” Coverage Width Fastener: #10 x 1” panclip fastener (optional pancake fastener) through the nailstrip leg of the panel spaced 6” O.C. Fastener goes through the nail strip panel and not the pre-existing nailstrip slots. The female leg of the panels snap-fit to the male leg of the adjacent panels. Sealant: Geocel 2320 Sealant – A continuous bead was used @ the nailstrip side of the seam. 30# Asphalt saturated organic felt paper: A single layer was used with a 4” overlap between adjacent sheets. Attachment – 0.120” x 1-1/4” galvanized annular ring shank roofing nails with 32GA tin caps spaced 6” o.c. at perimeter and overlaps, w/ 2 intermediate rows spaced 6” o.c. Fire Barrier: A single layer was used with a 4” overlap between adjacent sheets. Substrate Description: 15/32” 4-Ply CDX Plywood Sheathing Attachment – use 8d coated ring shank nails spaced 4” o.c. over supports at 24” o.c. maximum. Design Uplift Pressures: -116.25 PSF spaced @ 6” o.c. FLORIDA PRODUCT APPROVAL FLORIDA BUILDING CODE 2017 FL# PRODUCT REPORT Code Compliance: The product herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2, 1518.9, 1523.6.5.2.4 Product Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2017, as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: Reference Data: Testing: UL 580-06 Tests for Uplift Resistance of Roof Assemblies Test Lab: Intertek-ATI Report #: G3443.55-450-44 Dated: 08/12/16 Testing: TAS 125-03 Standard Requirements for Metal Roofing Systems Test Lab: Intertek-ATI Report #: G3443.53-450-44 Dated: 08/12/16 Test Standard Equivalence: N/A Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005(3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including Section 1515.2 and in accordance with manufacturer’s recommendations. Installation: Install per manufacturer’s recommended details. Underlayment: Shall comply with Florida Building Code 2017 Section 1507, Table 1507.1.1 Roof Panel Fire Classification: Any approved fire barrier having a current NOA. Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. Note: Dimension [a] is defined as 10% of the minimum width of the building or as 40% of the mean height of the roof, whichever is smaller. Note: [a] cannot be less than either 4% of the minimum width of the building or three [3] feet. Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6TH ed.. see Chart 1507.1.1 2. Minimum slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer’s installation reference. 3. Products are compliant with State of Florida product approval per Rule 61G20‐3. Compliance Method: 1‐D 4. Engineering analysis for “project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. 5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6. Support framing in compliance w/FBC 2017 6th ed., Chapter 22 Steel, Chapter 23 Wood and Chapter 16 Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. Extreme Metal Fabricators – Min. 24GA Steel 1.5 Nail Strip Panel 15" Wide Panel WITHOUT SEALANT Installation Details PROFILE FASTENER PATTERN ALONG VERTICAL SEAM: FASTENED @ 6" O.C. 15" 1‐1/2" Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6TH ed.. see Chart 1507.1.1 2. Minimum slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer’s installation reference. 3. Products are compliant with State of Florida product approval per Rule 61G20‐3. Compliance Method: 1‐D 4. Engineering analysis for “project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. 5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6. Support framing in compliance w/FBC 2017 6th ed., Chapter 22 Steel, Chapter 23 Wood and Chapter 16 Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. Extreme Metal Fabricators – Min. 24GA Steel 1.5 Nail Strip Panel 15" Wide Panel WITH SEALANT Installation Details PROFILE FASTENER PATTERN ALONG VERTICAL SEAM: FASTENED @ 6" O.C. 15" 1‐1/2" Continuous bead of Geocel 2320 sealant Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6TH ed.. see Chart 1507.1.1 2. Minimum slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer’s installation reference. 3. Products are compliant with State of Florida product approval per Rule 61G20‐3. Compliance Method: 1‐D 4. Engineering analysis for “project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. 5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6. Support framing in compliance w/FBC 2017 6th ed., Chapter 22 Steel, Chapter 23 Wood and Chapter 16 Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. Extreme Metal Fabricators – Min. 24GA Steel 1.5 Nail Strip Panel 19" Wide Panel WITH SEALANT Installation Details PROFILE FASTENER PATTERN ALONG VERTICAL SEAM: FASTENED @ 6" O.C. 19" 1‐1/2" Continuous bead of Geocel 2320 sealant