HomeMy WebLinkAbout1 INCH NAILSTRIPL
Cr
E. / if G C 0, inc.
1791 Blount Road unit 907
Pompano Beach - Florida - 33069
Tel: (754) 307-1319 Fax: (754) 205-6846
Email: Engco@-AOL.com
Product Manufacturer: Dynamic Metals, LLC
340 Pike Road
West Palm Beach, Florida 33411
J
Date: 811712017
REF O. 17-2961 p
1" NAILSTRIP 266 GAUGE STEEL PANEL R
.0 Code Edition: Florida Building Code 2017 - 6th Edition
Applicable for Non HVHZ Only
Chapterl5
RECEIVED
es Lucie CCU W
SEP 17 2018
ST. Lucie County, Permitting
3.0 Evaluation Method: Engineering Evaluation method 1D in accordance with 61G20-3.005 F.A.C.
4.0 Product Classification:
ST. L COON
BUILDING DIVI
BUICIELDING
REVIEW
Category: Roofing
FOR COM [ANC
REVIEWS��// BY
Subcategory: Metal Roofing - non structural
DATE 9
Not Applicable for HVHZ
PLANS AND PERFE
MUST BE KEPT ON J OR
NO INSPECTION WILLMADE
5.0 Product Description:
5.1Trade Name: Dynamic Nailstrip 26 Gauge Steel Panel
THESE PLANS AND ALL PROPOSED WORK
5.2 Panel Properties:
Material: Average Fy=64 ksi
ARE SUBJECT TO ANY CCRREC T IONS
Panel Thickness: 0.0165"
REQUIRED BY FIU INSPECTORS THAT
Coverage: 16" maximum width x various lenghts
Uy BE NECESSla" IN ORDER TO
Ribs Height: I" rib heigh mating with 3/4" lower rib at 16" CWMPLYWITR AU APPLICABLE CODES.
"ONCFALED FASTENERS OR A17ACHMSTS
5.3 Panel clip Properties:
ARE THE RESPONSIBILITY OF
Not available
THE
CONTRACTOR OF RECORD
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; ,l ti, L;rC Fy
3:12 or greater - without lap sealant
less than 3:12 - with lap sealant ����.•'�•G�•. •'•�':�i•,
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Date: 8/1712017
E N G C Cif Inc. --'--1—
yr ,>
REF.#: 1•-(29B 10
1791 Blount Road unk 907
Pompano Beach - Florida - 33059
Tel: (754) 307-1319 Fax: (754) 205-5846
Email: Engco@AOL.com
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 S"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
Voc 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- Fbsteners:
installed through Nail Strip Panel (Not Pre-existing slots): #10-94" Panclip MTW
fasteners spaced at 6"oc
6.0 Product anchorage to Roof Deck:
6.1- Panels are to be secured through the nail strip leg of the panel using #10-9x1" Panclip MTW
fasteners spaced at 6"oc. The fasteners are to be positioned to go through the nail strip panel and
not the pre existing slots. The female leg of the panel snap fit to the male leg of the panel.
7.0 Uplift Pressures Rating:
UL 580 - Standard for Safety, Tests for Uplift Resistance of Roof Assemblies
Installation
Design Pressure
Safety
Factor
Anchors
Spacing
Field
132 psf
2
6" oc
Corner
Extrapolation is not allowed
.. %..,-F;�'
• �G�, .Ik
Na, 52009
'• STATE .`
Date: 8i17/2017
EG0,fnc.
REF.: 17-29610
1791 Blount Road unit 907
Pompano Beach - Florida - 33069
Tel: (754) 307-1319 Fax: (754) 205.6846
Email: Engco@AOL.com
0 Summary of Test Results;
8.1.4rchitectural Testing, Inc., West Palm Beach, FL.
8.2 Report G3443.08-450-44, dated 06/15/2017.
8.3 UL 580 - Standard for Safety, Tests for Uplift Resistance of Roof Assemblies
8.4Test Specimens: 120" x 120" with 16" x 120" panel coverage
8.5 Testing Assembly
8.6 Report H68S4.01-106-31, dated 10/19/2017..
Layer 1: 30# Asphalt saturated organicfelt 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: 26 Gauge - 0.0187S" thick x 16" Gavanized steel panels secured to the wood deck using #10-9 x 1"
Panclip MTW fasteners spaced at 6"oc. The fasteners were positioned to go through the nail strip
Field/Comer panel and not the pre-existing slots. The female leg of the panel snap -fit to the male leg of the
Installation adjacent panels
9.0 Installation instructions:
Panels to be installed as per manufacturer instructions and fastening patterns described herein.
NO. 5260
�. fitORIOP.•',..'
OCT2 0 2017
Q,E N G C 0,
1791 Blount Road unit 907
Pompano Beach - Florida - 33059
Tel: (764) 307-1319 Fax; (754) 205-6M
Email: Engoo@ADL.com
0.0 Design Procedure:
Date: 8/17/2017
REFA: 17-29610
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 17-296.10 dwg are part integral of this report.
12.0 Certificate of Independence:
TA5 125- 03 - Uplift Resistance Test - G3443.09-450-44
TAS 100- 95 - Wind Driven Rain Test - H2687.02-450-44
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
�GEN�.` �.
No. 5250� . c
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STATE OFF
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DRAWINGS #- 1 7-29G. 1 O
REPORT: 1 7-29G. 10
'
O20-
DRAWINGS #: 1 7-29G. 10
REPORT: 1 7-29G. 10
16.
DYNAMIC I " NAILSTRIP 2G GAUGE
GALVANIZED- STEEL PANEL
PANEL
10-01XI PANCLIP MTW FASTENERS
SPACED AT 6QC fAPOST _,3 T i O ED
THROUGH THE NAIL STRIP NOT THR❑UG-H
THE PRE-EXISTING SLOTS
RODE DECK
4-PLY CDX PLYWOOD SHEATING
1 1/3/2018 ( Florid@ Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
10/20/2017
10/20/2017
10/26/2017
12/12/2017
► RECEIVED
SEP 17 2018
ST. Lucie Count
Y, Permitting
FL # Model, Number or Name Description
24221.1 Dynamic Metals 1" Naiistrip (26 Ga 1" Naiistrip, 26 Ga Galvalume Steel, Non-structural roof panel
Steel)
Limits of Use - Installation Instructions
Approved for use in HVHZ: No F1_24221 RO II 17-296.10 DWG.pdf
Approved for use outside HVHZ: Yes Verified By: Pedro De Figueiredo, RE. 52609
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-131.0 Evaluation Reports
Other: Maximum fastener spacing 6" o/c Fi,24221 RO AL-_ R17-296 10.odf
Created by Independent Third Party: Yes
24221.2
Dynamic Metals 1-1/2" Mechanical
(Aluminum)
1-1/2" Mechanical Seam, 0.032" Aluminum, Non-structural
roof panel
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL24221 RO II 17-296.02 DWG.odf
Approved for use outside HVHZ: Yes
Verified By: Pedro De Figueiredo, P.E. 5Z609
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-198.5
Evaluation Reports
Other. -198.5 psf at maximum clip spacing 10-1/2" o/c
FL24221 RO AE R17-296 2.odf
-1L 79.8 psf at maximum clip spacing 13" o/c
Created by Independent Third Party: Yes
24221.3
Dynamic Metals 1-1/2" Mechanical
1-1/2" Mechanical Seam, 24 Gauge Galvalume Steel, Non-
(24 Ga Steel)
structural roof panel
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL24221 RQ II 17-296.04 DWG.odf
Approved for use outside HVHZ: Yes
Verified By: Pedro De Figueiredo, P.E. 52609
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-171.0
Evaluation Reports
Other: Maximum clip spacing 13" o/c.
FL24221 110 AE R17-296 4.3df
Created by Independent Third Party: Yes
24221.4
Dynamic Metals 1-1/2" Mechanical
1-1/2" Mechanical Seam, 26 Gauge Galvalume Steel, Non-
(26 Ga Steel)
structural roof panel
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL24221 RO II 17-296.05 DWG.odf
Approved for use outside HVHZ: Yes
Verified By: Pedro De Flgueiredo, P.E. 52609
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-221.0
Evaluation Reports
Other: Maximum clip spacing 12" o/c
FL24221 RO AE Ry 7-296 5.Ddf
Created by Independent Third Party: Yes
24221.5
Dynamic Metals 1-1/2" Mechanical
(Copper)
1-1/2" Mechanical Seam, 16 Oz Copper, Non-structural roof
panel
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL24221 RO II 17-296.06 DWG. odf
Approved for use outside HVHZ: Yes
Verified By: Pedro De Figueiredo, P.E. 52609
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-198.5
Evaluation Reports
Other: -198.5 psf at maximum clip spacing 12" o/c -153.5 psf
1`21,24221 RO AE R17-296 6,odf
at maximum clip spacing 16" o/c
Created by In Third Party: Yes
24221.6 Dynamic Metals 1-3/4" Snaplock 1-3/4" Snaplock, 0,032" Aluminum, Non-structural roof panel
(Aluminum) m
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL2_ 4221 RO II 17-296.09 DWG;pdf
Approved for use outside HVHZ: Yes Verified By: Pedro De Flgueiredo, P.E. 52609
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-228.5 Evaluation Reports
Other: -228.5 psf at maximum clip spacing 9" o/c -168.5 psf FL24221 RO AF R17-296 9.13df
at maximum clip spacing 19" o/c Created by Independent Third Party: Yes
24221.7 Dynamic Metals 2" Mechanical ( 2" Mechanical Seam, 0.032" Aluminum, Non-structural roof
i.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3DGM%2bm17wFtl3%2fYFSE6n3NwN%2bZFHJBi BchAw%3d%3d 2/3