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1 Product Approv CONCEALED FASTENERS OR AI i ACHMENTS
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ARE THE RESPONSIBILITY OF THE
S E P 2 2018 CONTRACTOR OR RECORD
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Code Version 2017 FL# �°.��% 17022.1
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FL17022-
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Extreme Metal Fabricators, LLC
FL#: FL17022.1
Zachary R.
Priest, P.E.
Approved
i
77
ist ry,
Model: 1 - "5V Crimp" (116)
(813) 480-
Description: 26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel
3421
mechanically attached to 15/32" plywood or Wood Deck with fasteners
Category: Roofing
Subcategory: Metal Roofing
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Copyraght 2007-2013 State of Florida.:: Pr yacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses 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, contact the office by phone or by traditional mall. If you have any questions, please contact B50.487.1395. *Pursuant to Section 455.275(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 emaiis
provided may be used for official communication with 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, FS., please click here .
Product Approval Accepts:
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THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
?C1
ST.
COUNTY BUILDING DI ON
D F R COURLIANCE �
DATE
PLANS , D PER IT MUST BE KEPT ON B
SITE OR NO INSPECTION(S) WILL �E ADE
Cor
3/1
req
160 SW Poma Drive
Palm City, FL 34990
_ (772)872-8034
pliant with Florida Building Code 2017 (6" ed.)
pliant with Florida Product Approval Rule # 61G20-3
pliant: Keystone Certifications
uct: 5 V Crimp 26GA Steel Roof Panel 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"
;ion Resistant Compliant: FBC Sec.1507.4.3
ier 1(Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate
min. thru deck or 5/8" embedment into wood plank. (*or sufficient, length to meet
rements)
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 wood plank. (*or sufficient length
to `7. eet requirements)
Undprlayment: To be compliant with FBC Sec. Chart 1507.1.1
Shall be in compliance with FBC Sec. 1507.
Seeasteqer4affaq ent 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" ox
FASTENER SPACING (ALONG Panel width)
12" o.c.
12" D.C.
12" o.c.
12" o.c.
FASTENER SIZE
#9
#10
#10
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:
UL 580-06 & 1897-041 Test Report D05893.01�-450-18 05/02/14
Test Report F3366.01-450-18 12/18/15
TAS 25-03 Test Report D05893.02-450-18 '07/22/14
*EQ 'VALENCY--UL 1897-04 is equivalent to test standard UL 1897-1*Design pressure margin of safety 2:1
\\��� O. JOY •��/,!
Locke Bowden, P.E. does not have, not will acquire a financial in l�ry' � 4V'; qy Y. Wacturing or distributing products
under this evaluation. °
Locke 3owden, P.E. is not owned, operated, or controlled by a jA► coaiparNprnAifAturer, or distributing products under this
report. a ' r
S ', • 4 r�
FL17022.1 5V Crimp (2I,- --4 Steel), 24" Wide Roof Panel - L� ,Ails
Limitation
1, Linde
2. Minin
3. Prodt
4. Engir
5. Fire c
6. Supp
Struc
7. This t
iyment to be compliance with current Florida Building Code (FBC)2017 6th ed.
m slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer's installation reference.
is are compliant for State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D
Bring analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers.
ssification is not part of this acceptance. Shear diaphragm values are outside this report.
t framing in compliance w/FBC 2017 6th ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
ral Loading.
port does not imply warranty, installation, recommended product use outside of this report.
— Fasteners -
#9 x 1.112" Min. or
#10 x 1-1/2" Min. per Table A' for Row
Spacing and Design Pressures
Hex Washer Head Wood Screws
Deck:
15/32" or greater Plywood, or
Wood plank
24"
iz'
3f8"
N*_1''— 4PT1ON4L STRIATIONS
Nominal 12"
O.C.
Panel Profile
Nominal 12"
O.C.
5-V Crimp Roof Panel
il
Fasten
9 x 1-1/2" Min, or #10 x 1-1/2" Min, per
-Table "A" Hex Washer Head Screw
Panel 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