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7 FL# 5 . Lucie County, Permitting 17022.1
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FL17022-
Revision
Extreme Metal Fabricators, LLC
FL#: FL17022.1
Zachary R.
Priest, P.E.
Approved
37-
HistoryModel:
1 - "5V Cri p" (R6)
(813) 480-3421
Description: 26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel
mechanically attac red to 15/32" plywood or Wood Deck with fasteners
Category: Roofing
Subcategory: Metal Roofing
Contact Us :: D601 Blair Stone Rod Tallahassee FIL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Cop Ivrieht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. Ifl you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditionalmail, if you have any questions, please contact 850.487.1395. *Pursuant to Section 45S.275
(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The
emails provided may be used for official communication %4Ith the licensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an email address Which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please
click here .
Product Approval Accepts:
u®® t'Lfez7. -ka
Credit Card
.'Safe
Fit P C opy
Compliant with Florida'Building Code
Compliant with Florida Product Appri
Compliant: Keystone Certifications
I
Product: 5 V Crimp 26GA Steel Roof Pa
7 (6th_ed.)
Rule # 61G20-3
I FBC Sec.1507.4.2
Yield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood
Deck w/ min. 0.42 specific gravity with screws. 24" Coverage
Rib Height 3/8"
Corrosion Resistant Compliant: FBC Sec.1507.4.3
Fastener 1(Method 1 Attachment). #9 1.1/2" Hex -Washer Head wood screw* to penetrate
311V min. thru deck or 5/8 embedment Into wood plank. (*or sufficient length to meet
requirements)
Fastener 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to.
penetrate 3/16" min. thru deck or 5/8" embedment into woodplank. (*or sufficient length
to meet requirements)
Underlayment: To be compliant with FBC Sec. Chart 1507.1.1
Slope: Shall be in compliance with FBC Sec.1507.
See Fastener attachment specifications above
Install Details: Table A Allowable Loads
METHOD 1
METHOD 2
METHOD 3
METHOD 4
DESIGN PRESSURE*
-86 PSF
-93.5 PSF
-101 PSF
-228 PSF
ROW SPACING
16" o.c.,
16" o.c. , .
8" O.C.
6" o.c.
FASTENER SPACING (ALONG Panel width)
12" ox.
12" o.c.
12" o.c.
12" o.c.
FASTENER SIZE
#9
#10
#10
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527
UL 580-06 & 1897-041 Test Report D(5893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/18/15
TAS 125-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-1�.... *Design pressure margin of safety 2.1
''%%, — JDY*',,'
Locke Bowden, P.E. does not have, not will acquire a financial in 1.1®eAcg4niafacturing or distributing products
under this evaluation.
Locke Bowden, P.E. is not owned, operated, or controlled by a& cosnpar(#;jrn tbdis&tures, or distributing products under this
report.
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FL17022.1 5V Ci., (21
Limitations:
1. Underlayment to be compliance with current Floridc
2. Minimum slope to be compliant with Florida Buildin!
3. Products are compliant for State of Florida product
4. Engineering analysis for "project specific approval t
5. Fire classification is not part of this acceptance. Shi
6. Support framing in compliance w/FBC 2017 6th ed.,
Structural Loading.
7. This report does not imply warranty, installation, re(
Deck:
15/32" or greater Plywood, or
Wood plank
Steel), 24" Wide Roof F',__ _.A -Details
Building Code (FBC)2017 6th ed.
Code 2017 6th ed., and per with Manufacturer's installation reference.
pproval per Rule 61 G20-3. Compliance Method: 1-D
r local authorities w/jurisdiction is allowed by other'registered engineers.
ar diaphragm values are outside this report.
chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
product use outside of this report.
— Fasteners -
#9 x 1-1/2' Min. or
#10 x 1-1/2" Min. per Table 4" for Row 5-V crimp Roof Panel
Spacing and Design Pressures
Hex Washer Head Wood Screws
2d1"
Ur
3/9'
` Q MONAL STRIATIONS �
Parcel Profile
Nominal12" I_ I Nominal12"
Fasten
9 X 1-1/2" Min. or #10 x 1-1/2" Min. per
Table "A" Hex Washer Head Screw
Panel I Spaced 12" o.c. across the Panel Width
Refer to Table "A" for Spacing Along Panel
Overlap Length
Deck-15/32" or greater
Plywood, or
-Wood plank