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REF.#: 17-296 7
1791 Blount Road unit 907
Pompano Beach - Florida -33069 5V CRIMP 26 GAUGE STEEL
Tel: (754) 307-1319 Fax: (754) 205-6846
Email: Engco@AOL.com
1.0 Product Manufacturer: Dynamic Metals, LLC
340 Pike Road
West Palm Beach, Florida 33411
2.0 Code Edition: Florida Building Code 2017 - 6th Edition
Applicable for Non HVHZ& HVHZ
Chapter 15
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3.0 Evaluation Method: Engineering Evaluation method 1D in accordance with 61G20-3.005 F.A.C.
4.0 Product Classification:
Category: Roofing
Subcategory: Metal Roofing - non structural
Including the High Velocity Hurricane Zones (HVHZ) - Broward & Miami-dade Counties
5.0 Product Description:
5.1 Trade Name: Dynamic 5V Crimp 26 gauge Galvalume Steel Panel J
5.2 Panel Properties:
Material: Average Fy=60.9 ksi - Tensile test G3443.30
Panel Thickness: 0.0163"
Coverage: 24" maximum width x various lenghts
Rib Height: 3/8" "V"- ribs height at 12" o.c.
5.3 Panel Clip Properties:
Not available
5.4 Minimum Deck Requirements:
Minimum 15/32" 4 ply APA CDX plywood secured to 2x SYP with 8d ring shank nails
spaced at 4"oc. 2x SYP joists spaced no more than 24"oc.
Deck to be properly installed as per the FBC requirements over minimum 2x SYP rafters
spaced no more than 24"o.c.
Slope Range:
HVHZ: 2:12 or greater (table 1S15.2)
Non-HVHZ: 3:12 or greater - without lap sealant (section 1507.a�
Non-HVHZ: less than 3:12 - with lap sealant (section 1507'kd ' •. .`
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ENGC0,inc.
1791 Blount Road unit 907
Pompano Beach - Florida - 33069
Tel: (754) 307-1319 Fax: (754) 205-6846
Email: Engco@AOL.com
Date: 10118/2017
REF.#: 17-296 7
5.5 Minimum Underlayment:
30# Asphalt saturated organic felt paper installed with a minimum 4" side lap and 6" end
laps. Underlayment shall be fastened with corrosion resistant approved fasteners as per
the Florida Building Code and spaced 6"oc at all laps and two staggered rows 6"oc in the
field of the row. Or, any Underlayment having a current product approval.
5.6 Minimum Fire Barrier Board:
VersaShield with a minimum 4" side lap and 6" end laps. VersaShield shall be fastened
with corrosion resistant approved fasteners as per the Florida Building Code spaced at
6"oc at the perimeter and overlaps and two intermediate staggered spaced rows at 6"oc.
Or, any approved fire barrier having a current Product Approval. See Limitations #11.2
5.7- Fasteners:
Panel Overlaps and middle "V" rib: #lOxl 1/2" WoodZAC Hilo HWH fasteners with bond
washer
6.0 Product anchorage to Roof Deck:
6.1- Panels are secured at overlaps and center ribs using #10 x 1-1/2" WoodZac Hilo HWH fasteners
with bond washer spaced at 16"oc for field and 8"oc for corner installations.
7.0 Uplift Pressures Rating:
TAS 125-03 - Standard Requirements for Metal Roofing Systems
Installation
Design
Pressure
Safety
Factor
Anchors
Spacing
Field
142.3 psf
2
16" oc
Corner
243.5 psf
2
8" oc
Extrapolation is not allowed
- , inc.
1791 Blount Road unit 907
Pompano Beach - Florida - 33069
Tel: (754) 307-1319 Fax: (754) 205-6646
Email: Engco@AOL.com
8.0 Summary of Test Results:
Date: 1011812017
REF.#: 17-296 7
8.1 Architectural Testing, Inc., West Palm Beach, FL.
8.2 Report G3443.19-450-44, dated 06/15/2017.
8.3 TAS 125-03 - Standard Requirements for Metal Roofing Systems
8.4 Test Specimens. 120" x 120" with 24" x 120" panel coverage
8.5 Testing Assembly
8.6 Report H6854.01-106-31, dated 10/19/2017.
Layer 1: 30# Asphalt saturated organic felt paper installed with a minimum 4" side lap and 6" end laps.
Underlayment shall be fastened with corrosion resistant approved fasteners as per the Florida
Building Code and spaced 6"oc at all laps and two staggered rows 6"oc in the field of the roll. Or, any
underlayment having a current product approval.
Layer 2: VersaShield with a minimum 4" side lap and 6" end laps. VersaShield shall be fastened with
corrosion resistant approved fasteners as per the Florida Building Code spaced at 6"oc at the
perimeter and overlaps and two intermediate staggered spaced rows at 6"oc. Or, any approved fire
barrier having a current Product Approval. See Limitations #11.2
Layer 3:
Field 26 Gauge - 0.01875" thick x 24" Galvalume steel panels secured to the wood deck using #10 x 11/2"
Installation WoodZAC Hilo HWH fasteners with bond washer spaced at 16" or at each overlap and at each
middle rib.
Layer 3: 26 Gauge - 0.01875" thick x 24" Galvalume steel panels secured to the wood deck using #10 x 1 1/2"
Comer WoodZAC Hilo HWH fasteners with bond washer spaced at 8" or at each overlap and at each middle
Installation rib.
Installation Instructions:
Panels to be installed as per manufacturer instructions and fastening patterns described herein.
,�.� ' �G EiVs� �• �t
No. 52609
STATE OF �r
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1791 Blount Road unit 907
Pompano Beach - Florida - 33069
Tel: (754) 307-1319 Fax: (754) 205-6846
Email: Engco@AOL.com
10.0 Design Procedure:
Date: 10/18/2017
REF.#: 17-296 7
10.1- In order to verify product adequacy for an specific project, contractor must compare Uplift
Design Rating on section 7 above with the Project Design Wind pressures calculated based on FBC
chapter 16 requirements.
10.2 - Product Pressures Rating must be greater than the Project Design Wind Pressures
10.3 - Supporting structure are to be designed by others and in compliance with the FBC
10.4 - Deck sheet must meet the minimum thickness specified on item 5.4 above
11.0 Limitations and Conditions of Use:
11.1- Installation must not exceed the maximum allowable design pressures listed in this report.
Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced
pressure zones (i.e. perimeter, extended corners and corners)
11.2 - Fire Classification is not part of this acceptance; refer to a current Approved Roofing Material
Directory for fire rating of this product.
11.3 - Product were not evaluated structurally to resist shear diaphragm, axial, transverse or racking
loads
11.4 - All Products listed herein shall have a quality assurance audit in accordance with the Florida
Building Code Rule 61G20-3 of the Florida Administrative Code
11.5 - Drawing numbered 17-296.7 dwg are part integral of this report.
12.0 Certificate of Independence:
TAS 125- 03 - Uplift Resistance Test - G3443.19-450-44
TAS 100- 95 - Wind Driven Rain Test - H2686.02-450-44
ASTM G26/G 155 - Accelerated Weathering 2000 hours - PRI Report - VLS-004-02-01
ASTM B117 - Salt Spray Testing of Coating 1000 hours - PRI Report - VLS-005-02-01
13.0 Certification:
In the professional opinion of this evaluating engineer the product herein described meets the
requirements of the Florida Building Code 2017 - 6th edition, for use in the NON-HVHZ and HVHZ
(Broward and Miami -Dade counties) when utilized within the limits of use noted herein
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