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ST. Lucie County, Permitting
FL# 17022.1
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FL17022-
Revision
Extreme Metal Fabricators, LLC
FL*: FL17022.1
Zachary R.
Approved
R7
History
Model: 1 - "SV Crimp" (116)
Description:
Priest, P.E.
(813) 480-3421
26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel
,,echanically attached to SS/32" plywood or Wood Deck with fasteners
Category: Roofing
Subcategory: Metal Roofing
r�Mad Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Floridra is n AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email add li are public records. If 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, co�Ure office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1),
Florida Statutes, effective Oct9ber 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 I communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Deparonent with an emailaddress which can be made available to the public To determined you are a licensee under Chapter 455, FS., please dick here .
Product Ap(pro��val Ate:
M on`c�-92
Credit Card
Safe
pliant with Florida Builc
pliant with Florida Prod
pliant: Keystone Certifi
ct: 5 V Crimp 26GA S1
Yield strength: 50
Deck w/ min. 0.42
Rib Height 3/8"
pion Resistant Compli
Palm City, Fl. 34990
Code 2017 (6th ed. )
Approval Rule # 61G20-3
Roof Panel FBC Sec.1507.4.2
min.; Attached to min.15/32" plywood or Wood
gravity with screws. 24" Coverage
FBC Sec.1S07.4.3
ier 1(Method 1 Attacl ment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate
min. thru deck or 5/8'I embedment into wood plank. (*or sufficient length to meet
2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to
3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length
meet requirements)
derlayment: To be comp. iant with FBC Sec. Chart 1507.1.1
Shall be in compliance with FBC Sec.1507.
See Fastener attachment specie ications above
Install Details: Table A All", .1ble 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" 64*
FASTENER SPACING (ALONG Panel width)
12" o.c.
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 DC5893.01-450-18 05/02/14
Test Report F3366.01-450-18 22/18/15
TAS 125-03 Test Report D05893.02-450-18 o7/22/14
*EQUIVALENCY-UL 1897-04 is eql Jent to test standard UL 1897--1 *Design pressure margin ofsafety 2:1
•�i'frrrr►
Locke Bowden, P.E. does not have,
under this evaluation.
Locke Bowden, P.E. is not owned, c
report.
��
will acquire a financial iniq asg4�►niWfacturing or distributing products
Aqd, or controlled by agy coApar(Vprn&bi6LturL41 or distributing products under this
//
FL17022.1 5V IA& (26GA Steel), 24" Wide Roof al -Details
1.
2.
3.
4.
5.
6.
FA
ti'ons:
i'r ibrlayment to be compliance with c rrent Florida Building Code (FBC)2017 6th ed.
lii imum slope to be compliant with F,1grida Building Code 2017 6th ed., and per with Manufacturer's installation reference.
rpducts are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D
9gineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers.
W6 classification is not part of this acceptance. Shear diaphragm values are outside this report.
�raportminin complianceFBC �017 6th ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
tctural Loadin
I 's report does not implyg.
warranty, installation, recommended product use outside of this report.
Fasteners -
�19 x;1112-
Min.or#1og Min.5 V Qimp Roof Panel
Sgand Qeslgn PressuresHex er Head Wood Screws
\m,
m '
a i
m
2' �I
I
"�.r greater oh..e....1 or
- Wood Wank i��
14
12"
30
OF TrONAL sTRIATIONS
Panel Profile
Nominal 12" o I Nominal 12" I
I oac: 7 O.C. l
Fasten
x 1-1/2" Min. or #10 x 1-1/2" Min. per
?able "A" Hex Washer Head Screw
Spaced 12" o.c. across the Panel Width
Panel Refer to Table "A" for Spacing Along Panel
Overlap I Length
Deck-15132" or greater
Plywood, or
- Wood plank