HomeMy WebLinkAboutProduct Approval-metal FLORIDA PRODUCT APPROVAL
FLORIDA BUILDING CODSJC17
-"E METAL
FABRICATOR5
Product Report
EXTREME METAL FABRICATORS, LLC
1.0"Nallstrip 26GA Steel over Min.15/32"4-Ply CDX Plywood
Florida Product Approval# 28059
Florida Building Code 2017
Per Rule 61G20-3
Method: 1-D
Category:Roofing d3 OR
Subcategory: Metal Roofing v1 *k.-
Compliance Method:61G20-3.005 (1)(d) 11 vs G
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Product Manufacturer:
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Extreme Metal Fabricators LLC Ville
2160 SW Poma Drive
Palm City, FL 34990 ��
Engineer Evaluator: I
Locke Bowden,P.E.#49704 ��t+rirrrrrrr l
9450Alysbury Place ```,��OG�E•D.eB•�''�i,��''
Montgomery,AL 36117 �. ��pE�S-F�•YY�(�`
No• 49704
Validator: ,� •
Diane G. Marrotta PE #82591 =-v a * •�k
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1915 NE 45"'St.#107 ' p•• STATE OF
Fort Lauderdale, FL 33308 �'v�F�;•;<ORIpP .•��4(: :�'
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Contents: Mli
Product Report
Certificate of Independence:
Locke Bowden, P.E.does not have,nor will acquire a financial interest in any company manufacturing or distributing products under
this evaluation.
Locke Bowden,P.E.is not owned,operated,or controlled by any company, manufacturer or distributing products under report.
FL#
PRODUCT REPORT
FLORIDA PRODUCT APPROVAL
FLORIDA BUILDING CODE 2017
0_ 1 METAL
FABRfCAT� R �
1.0 Nailstrip 26GA Galvalume Steel WITHOUT SEALANT
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 26GA Steel Roofing Panel
Panel Material/Standards: Min.26GA Galvalume Steel To be in compliance with FBC 2017 Section
1507.4.3 Corrosion Resistant. Paint Finish (with approval)Optional
Panel Dimension(s): As Tested: 16" Coverage Width
Fastener: #10 x 1" panclip fastener(pancake fastener optional)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.
Moisture Barrier: Boral TileSeal—Self-adhered to the plywood roof deck.
30#Asphalt saturated organic A single layer was used with a 4"overlap between adjacent sheets.
felt paper: 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 PSF spaced @ 6"O.C.
FL#
PRODUCT REPORT
FLORIDA PRODUCT APPP IO14
FLORIDA BUILDING COP 1j
METAL
FABRICATOR '
Code Compliance: The product herein has demonstrated compliance with the Florida Buildin;
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 k
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:TAS 125-03 Standard Requirements for Metal Roofing Systems
Test Lab: Intertek-ATI Report#: G3443.48-450-44 Dated: 08/16/18
Test Standard Equivalence: N/A
Quality Assurance Entity: The manufacturer has established compliance of roof panel products it
accordance with the Florida Building Code and Rule 61G20-3.005(3)for
manufacturing under a quality assurance program audited by an appr- ied
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.
ZONE 2 HIP ROOF ZONE 3 .a. Note: Dimension [a] is defined as 10% of the minimum width of the
.a
building or as 40%of the mean height of the roof, whichever is
RIDGE
smaller.
ZONE 1 Note: [a] cannot be less than either 4%of the minimum width of
the building or three [3]feet.
SAVE
ZONE 2 GABLE ROOF _a
a
RIDGE
"a
,a
ZONE 1
ZONE EAVE
FL#
PRODUCT REPORT
Extreme Metal Fabricators — Min. 26GA Galvalume Steel 1.0 Nail Strip Panel
16" Wide Panel WITHOUT SEALANT Installation Details
Limitations:
1. Underlayment to be compliance with current Florida Building Code(FBC)2017 6T"ed..see Chart 1507.1.1
2. Minimum slope to be compliant with Florida Building Code 2017 6`h 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 61h 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.
PROFILE
�= 161'
1-1/2"
FASTENER PATTERN ALONG VERTICAL SEAM:
FASTENED @ 6" O.C.
16" O.C.—
IL — -
Extreme Metal Fabricators — Min. 26GA Galvalume 1.0 Nail Strip Panel
16" Wide Panel WITH SEALANT
Installation Details
Limitations:
1. Underlayment to be compliance with current Florida Building Code(FBC)2017 6T"ed.. see Chart 1507.1.1
2. Minimum slope to be compliant with Florida Building Code 2017 6ch 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.
PROFILE
-16"
1-1/2"
FASTENER PATTERN ALONG VERTICAL SEAM:
FASTENED @ 6" O.C.
16" O.C.
ILI
Continuous
bead of Geocel
2320 sealant