Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutENGINEERING EVALUATION10
l o E IV G C 0
Lf, i11C.E
1791 Blount Road unit 907
Pompano Beach - Florida - 33069
Tet (754) 307-1319 Fax: (754) 20:
Email: En9co@A01-com
1.0 Product Manufacturer:
2.0 Code Edition:
3.0 Evaluation Method:
4.0 Product Classification:
Dynamic Metals,
340 Pike Road
West Palm Beaci
Florida Building
Applicable for N
Chapter15
Engineering Eva
Category: Roofing
Subcategory: Metal Roof
Not Applicable for HVHZ
5.0 Product Description:
5.1Trade Name: Dynamic I" Na))str)
5.2 Panel Properties:
Material: Average Fy=64
Panel Thickness: 0.0165"
Coverage:16" maximum
Ribs Height:1" rib helgh
5.3 Panel Clip Properties:
Not avallable
SA Minimum Deck Requirements:
Minimum 15/32" 4 PlY
spaced at 4"oc. 2x SYP j
Deck to be properly ins
spaced no more than 2
Slope Range:
3:12 or grw
less than 3:
SCANNUJ
By
Florida 33411
Date: Bf17�2017
RE.F.#: 17-29610
1" NAILSTRIP 26 GAUGE STEEL PANEL
le 2017 - 6th Edition
FIVHZOnly
THSE PLANS AND ALL PROPED
ARE SUBJECT TO AN ORREOCT O SORK
ANY
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
method 1D in accordance with 61G20-3.005 F.A C.
ST. LUCIE COUNTY BUILDING DIVISION,
-non structural REVIEWED FOR COMPLIt
REVIEWED -BY
DATE
PLANS AN P RMIT MUSTON ]OB
SITE OR NO INSPECTION(S) WILL BE MADE
26 Gauge Steel Panel
x various lenghts
with 3/4" lower rib at 16' D.C.
;EALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
k CDX plywood secured to 2x SYP with 8d ring shank nails
Its spaced no more than 24"oc.
ed as per the FBC requirements over minimum 2x SYP rafters
r - without lap sealant
- with lap sealant
j.� i .. uc.r744<
.�
�og7E OF
o-
Oct •........�
FILE COPY
ENGCO!
1791 Blount Road unft 907
Pompano Beach - SaNda - 330
Tet (754) $07-1319 For (754)
Email: Engco@AOLcom
Date: W7,2017
REF.: 1729810
5.5 Minimum Underlayment:
30# Asphalt saturated organiF 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: I .
VerseShleld with a minimu 4" side lap and 6" end laps. VersaShield shall be fastened
with corrosion resistant app oved fasteners as per the Florida Building Code spaced at
6"oc at the perimeter and o erlaps and two intermediate staggered spaced rows at 6"oc.
Or, any approved fire barfie having a current Product Approval. See Limitations #11.2
5.7- Fbsteners:
Installed through Nall Strip
fasteners spaced at 6"oc
(Not Pre-existing slots): #10-9x1" Panclip MTW
6.0 Product anchorage to Roof Deck:
6.1- Panels are to be secured through Ithe nail strip leg of the panel using #10-9x1° Pandip MTW
fasteners spaced at 6"oc. The fastener are to be positioned to go through the nail strip panel and
not the pre existing slots. The female I�g of the panel snap fit to the male leg of the panel.
7.0 Uplift Pressures Rating:
UL 580 - Standard for Safety, Tests for UUplift Resistance of Roof Assemblies
Installation
Design Pressure
Safety
Anchors
�
Factor
Spacing
Field
131 psf
I
6" oc
Comer
Extrapolation is no
allowed
,11
-'.
No. 52609
�Y'.
STAGE ;
fi1OArt".
r-'
Date: 8AM017
E�)
lit G C Q, inc. REFA. V-M10
1791 Blount Road unit 907
Pompano Beach - Florida - 33069.
Tel: (754) 307-1319 Fat (754) 2t
Email: Engco@AOL.com
8.0 Summary of Test Results:
8.1Architectural Testing, inc., West Pi
8.2 Report G3443.08-450-44, dated Of
8.3 UL 580 - Standard for Safety, Tests
8.4Test Speclmens: 120" x 120" with:
8.5 Testing Assembly
8.6 Report 116854,01-106-31, dated It
Beach, FL
Uplift Resistance of Roof Assemblies
x 120" panel coverage
Layer 1: 30# Asphalt saturated organicfelt pape installed Mith 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 Voc at all laps and two staggered rows 6"Dc in the field of the roll. Or, any
underlayment having a current produd�approval.
Layer Z: Versa5hield with a minimum 4" side lap and 6" end laps. VersaShleld shall be fastened with
corrosion resistant approved fasteners rs per the Florida Building Code spaced at 6"oc at the
perimeter and overlaps and two lnterrt ediate staggered spaced rows at 6"oc. Or, any approved fire
barrier having a current Product Approyal. See Limitations #11.2
Layer 3: 26 Gauge - 0.01875" thick x 16" Gavaniied steel panels secured to the wood deck using #10-9 x 1"
Panclip MiW fasteners spaced at 6"oci The fasteners were positioned to go through the nail strip
Field /comer panel and not the pre-existing slots. Th� 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
instructions and fastening patterns described herein.
OCT 2 0 2011
a
Date: &'17r2017
E N G C OJ REF.: 17-29610
1791 Blouni Road ura 907
Pompano Beach - Florida - 330
Tel: (754) $07.1319 Fax: (754)
Emall: Engoo@AOL.com
10.0 Design Procedure:
10.1- In order to verify product adequat
Design Rating on section 7 above with ti
chapter 16 requirements.
10.2 - Product Pressures Rating mustbe
10.3 - Supporting structure are to be de!
10.4 - Deck sheet must meet the minims
11.0 Limitations and Conditions of Use:
11.1- installation must not exceed the
Neither rational analysis, nor extrapola
pressure zones (Le, perimeter, extende
11.2 - Fire Classification is not part of tl
Directory for fire rating of this product.
11.3 - Product were not evaluated strut
loads
11.4 - All Products listed herein shall hi
Building Code Rule 61G20.3 of the Flori
11.5 • Drawing numbered 17-296.10 dv
12.0 Certificate of Independence:
for an specific project, contractor must compare Uplift
Project Design Wind pressures calculated based on FBC .
tater than the Project Design Wind Pressures
led by others and In compliance with the FBC
thickness specified on item 5.4 above
aximum allowable design pressures listed in this report,
)n shall be permittea for enhanced fastening at enhanced
corners and comers)
acceptance; refer to a current Approved Roofing Material
to resist shear diaphragm, axial, transverse or racking
a quality assurance audit in accordance with the Florida
i Administrative Code
are part integral of this report.
TAS 125- 03 - Uplift Resistance Test - G34'I3,09-450-44
TAS 100- 95 - Wind Driven Rain Test - H2687.02-450.44
ASTM G26/G 155 - Accelerated Weatheri11 2000 hours - PRI Report- VLS-004-02-01
ASTM B117 -Salt Spray Testing of Coatin 1000 hours - PRI Report- VLS-005-02-01
13.0 Certification:
In the professional opinion of this evalua
requirements of the Florida Building Cod
(Broward and Miami -Dade counties) wh(
ing engineer the product herein described meets the
t 2017 - 6th edition, for use in the NON-HVHZ and HVHZ
n utilized within'the limits of use noted herein
No.
�r
7 °• STATE OF
Wi' 11.
Ir 1/3f2018
i Building Code Online
Product Approval Method
Date'. Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
10/20/2017
10/20/2017.
10/26/2017
12/12/2017
K 0
Model, Number or Narire
Description
24221.1
Dynamic Metals 1" Nail.*ip
(26 Ge
1" Nallstrip, 26 Ga Galvalume Steel, Non-structurai roof panel
stee
,
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL24221 it 17-296.10_ DWG.adf
Approved for use outside HVHZ; Yes
-RD
Verified 5y: Pedro De Figuelredo, P.e. 52609
Impact Resistant. N/A
Creaked by Independent Third Party: Yes
Design pressure. +N/A/-131.0
Evaluation Reports
Other: Maximum fastener spacing 6" o/c
FL24221 RO AC R17-296 10.odf
Created by Independent Third Party: Yes
24221.2
Dynamic Metals 1-1/2"
echanlcai
1-1/2" Mechanical Seam, 0.032" Aluminum, Non-structural
(Aluminum)
roof panel
Limits of use
Installation Instructions
Approved for use In HVHZ: Yes
FL24221 RO It 17-296.02 DWG.ndf
Approved for use outside HVHZ, Yes
Verlfied By: Pedro De Figuelredo, P.E. 5Z609
Impact Resistant, N/A
Created by Independent Third Party: Yes
Design pressure. +114/A/-198.5
Evaluation ia;epprts
Other. -198.5 psf at maximum clip spacing 10-1)2"
o/c
FL24221 rZ0 AE R17-296 2.odf
-179.8 psf at maximum clip spacing 13" o/c
Created by Independent Third Party: Yes
24221.3
Dynamic Metals 1-1/2"
echanical
1-1/2" Mechanical Seam, 24 Gauge Galvalume Steel, Non-
(24 Ga Steel)
structural roof panel
LTmits of Use
Installation instructions
Approved for use in HVHZ,. Yes
FL24221 Rl) 11 17-296.04 DWG.odf
Approved for use outside HVHZ, Yes
Verified By: Pedro De Figuelredo, 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 RO AE R17-296 4.ndf
Created by Independent Third Party; Yes
24221.4
Dynamic Metals 1-1/2" Mechanical
(26 Ga Steel)
1-1/2" Mechanical Seam, 26 Gauge Galvalume Steel, Non-
structural roof panel
Limits of use
Installation Instructions
Approved for use In HVHZ,. Yes
FL94221 RO II 17.296.05 DWG.adf
Approved for use outside HVHZ-. Yes
Verified By: Pedro De Figuelredo, RE. 52609
Irnpact Resistant: N/A
Created by Independent Third Party; Yes
Design Pressure: +N/A/-221.0
9vatuation Reports
Other; Maximum clip spacing 12" %
FL24221 RO AE R17- 95 5.ndt
Created by Independent Third Party: Yes
24221.5 Dynamic Metals 1-1/2" Mechanical 1-1/2" Mechanical Seam, 16 Oz Copper, Non-structural roof
I(Copper) I panel
Limits of Use Xnstallation Instructions
Approved for use in HVHZ. Yes FL24221 RO 11 17-296.06 DWG.ndf
Approved for use outside HVHZ. Yes Verified By: Pedro De Figuelredo, P.E. 52609
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressures +NIA/-198.5 Evaluation Reports
Other: -198.5 psf at maximum clip spacing 12" o/c -153.5 psf FL24221 RO AS Ri7-226 6.odf
at maximum clip spacing 16" o/c Created by Independent Third Party: Yes
24221.6 Dynamic Metals 1-3/4" Saplock 1-314" Snaplock, 0,032" Aluminum, Non-structural roof panel
(Aluminum)
Limits of Use Installation I<nstructfons
Approved for use In HVHZ: Yes FL 4223 RO II I:-296.09 DWG.pdf
Approved for use outside FrVHZ: Yes Verified By: Pedro De Figuelredo, P.E. 52609
Impact Resistant; N/A Created by independent Third Party: Yes
Design Pressure: +N/A/ 228.5 Evaluation iZeports
Other: -228.5 psf at maximum clip spacing 9" o/c -168.S psf FL24221 RO AE I?17-2g5 9.odf
at maximum clip spacing 19" o/c Created by Independent Third Party: Yes
24221.7 ' Dynamic Metals 2" Mechinical 12" Mechanical Seam, 0.032" Aluminum, Non-structural roof
213
DRAWINGS #: ' 17-29G. I Q_
REPORT: 17-29G. 10
J•N,�' r'p ra
GEN
f1fio. 52009
S
STATE 0 .
J
F'
DRAWINGS #: 17-29G. 10
REPORT: 17-2 9G _ 10
16. a0
0 6
7
1
DYNAMIC I" NAILSTRIP 2G GAUGE
GALVANIZED' STEEL PANEL
PANEL
#10-9X1 PANCLIP MTW FASTENERS
SPACED. AT 6" OC FASTENER POSITIONED
-T-HROUGH-T-HE-NA I I= S R 1-P-N©T-T-HR-OUGH
THE PRE-EXISTING SLOTS
ROOF DECK
MINIMUM 1 S/32"
4-PLY CDX PLYWOOD SHEATING
0
_-.4ortlit *.o_.el�(!