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F_xtreme Metal Fabricators, LLC
FL#: FL17022.1
Zachary R.
Approved
fflA.�.k�by
Model: 1- °SV Crimp' (R6)
Priest, P.E.
escription: 26 Gauge steel, 3/8' rib height, 24" wide lapped roof panel
(813) 480-3421
echanically attached to 15/32" plywood or Wood Deck with fasteners
ategory: Roofing
ubcategory: Metal Roofing
by DBPR shall be reviewed aM
Gortaa U :: RNI Warr Stone Road, Taijoh, M 323" Ni asp 4ez-leza
The slam of Florida is an AA/E —Pkn` r. Co h 2007-2 13 Stole of R "da .. :: givap 5bpe�neM .. Ace s'bil' S :: Refund Smfemm[
UMer Bodda law, email atldsas� are puble remNs. tf you do tot wan[ your a -mail adtlress released in response m a p Viic-tom mace to this enEly.Iistead, mntad: the offim by phone or bytratl:'Uoiwl mail. IIypu have arty questions, Please mmarb a5pA67.1395.'Pd..ntt to Semon 455d52275(I),
Florida 'l maY t, imad In Cktober 1, 2013, lib sees, U,a 1ko ands Chapter 455, F.S. must provide the DePaMmat with an email address :f Haw love one. Tho email;
provided may be atoll for offical mmmunimtion with the rio=asae However email addresses are public mmrd. If you do not wish to avpply a personal addles, please
provide Ua DiVart mtw:u an wraU addles whid/ can be sswde available m the public To del ne if you are a lmaaae uadar Chaplar 455, F.S., please dills here.
Proda <Approved Accaps:
®goRNiE®
-• e
securiG M ETRICS
Palm City, FL 34990
Compliant with Florida Building Code 2017 (61 ed.)
Compliant with Florida Product Approval Rule # 611320-3
Compliant: Keystone Certifications
Product: S`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. 24u Coverage
Rib Height 3/8"
Corrosion Resistant Compliant: FBC Sec.1507.4.3
Fastener 1=(Method 1 Attachment): #9 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 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 wood plank. (*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.1S07.
See Fastener attachment sneriFrafinne nh~v
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" o.c.
12" o.c.
12" o.c.
12" o.c.
FASTENER SIZE
#9
#10
#16
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
UL 580-06 & 1897-041 Test Report EMS93.01-450-18 os/o2/14
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 safety2.1
nnr
.k
Lucile Bowden, P,E does not have, not will acquire a financial in iq atScq Pk
Q arfl iacturing or distributing products
under this evaluation.
Locke Bowden, PA is not owned, operated, or coknroiled by aay co1npadVpmYiii16 turer, or 6stributing products under this
report
STAIcOF �;r,�y'�Gr3����
'0NAL
Limitations: FL17O22.1 5 %:dmp (26GA Steel), 24" Wide Ro, inel - Details
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6"' ed.
2. Minimum slope to be compliant with Florida Building Code 2017 61h ed., and per with Manufacturer's installation reference.
3. Products are compliant for State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D
4. Engineering analysis for "project specific approval by local authorities wfjurisdiction is allowed by other registered engineers.
5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report.
6. Support framing in compliance w/FBC 2017 6th ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
Structural Loading.
7. This report does not imply warranty, installation, recommended product use outside of this report.
31
T�
I
—Fasferm-
#9.1-100n. or
#10.1-10 Nn. PerTaW A' rorRow SV Cw p Roof Panel
SpaNng and Design Pressures
Hex Washer Head Wood Sneers
Panel Profile
Nominal12" Not
O.G. i O.C.
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 Wdth
Refer to Table "A" for Spacing Along Panel
Overlap Length
Deck-15/32" or greater
Plywood, or
-Wood plank