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FLM22-P7
Revision
2017
Approved
08/18/2017v. date reapply 08/21117
Extreme Metal Fabricators, LLC
216D SW Poma Drive
Palm City, Fl- 3499D
(772) 872-8034
Hvelidation@yahoo.com
Richard McKuhen
flvalidatton@yahoo.coryi
Richard McKuhan
2160 SW Poma Drive
Palm City, FL 34990
(M) 872-8034
richard@emfab.net
Roofing
Mel.al Roofing
Evaluation Report From a Florida Registered Architect or a Licensed
Florida Professional Enbineer
El Evaluation. Report - Hardcopy Received
t Name who developed LOCKE BOWDEN
PE-497b4
Keystone Certifications, Inc.
Expiration Date. 04/22/2024
Zachary R. Priest, P.r=.
El Validation Checklist - Hardcopy Received
k17022 R7 r-o.T rL 17022.1 5 V CRIMP -;sr.p?Jf
and Year (of Standard) Standard 1991
TAS 125 2003
UL 18R7 2012
UL 580 20G6
Equivalence of Pro' ucl: Standards
Certified By
Sections from the Code
�;.. k
Palm City, FL 34990
X11
Compliant: Keystone Certifications
Product: 5 V Crimp 26GA Steel Roof Panel FB Sec. 1507.4.2
Yield strength: 50 ks! min.; Attached to min. 15/32" plywood or Wood
Deck w/ min. 0.42 specific gravity wi screws. 24" Coverage
Rib Height 3/811
Corrosion Resistant Compliant: FBC Sec. 1507.�
Fastener I (Method 1 Attachment): #9 x 1-1/211�
3/16" min. thru deck or 5/8" embedment Into m
requirements)
Fastener 2 (Method 2,3, & 4 Attachment): #10 x
penetrate 3/16" min. thru deck or 5/8" embedn
to meet requirements)
Underlayment: To be Compliant with FBC See. C
Slope: Shall be in compliance with FBC Sec. 1507.
SAPAR f
a 71
UM-e MIN U
ffiflf�," 1=1 NTWIINMAN� R1 M, N =1
7
Install Details: Table A Allowable Loads
METHOD I
METHOD 2 METHOD 3
METHOD 4
DESIGN PRESSURE"
-86 PSFJ�
-93.5 PSF
-101 PSF
-228 PSF
ROW SPACING
o.0
16" ox.
of
16 O.C.
8" 0-c.
6" ox.
FASTENER SPACING (ALONG Panel width)
12" ox. 1�
12" ox.
12" ox.
—
12" O.C.
IZE
140
A #10 /J
410
#10
Reference Data: ARCHITECrURAL TESTING, INC. TST 11104t.
�80-06
UL & 1897-04:L Test Report 1015893-01-450-18 05/02/14
Test Report F:3366-0�1-450-18 12/19/1S
TAS 125-03 Test Report D05893.02L450-18 07/22/14
*EquyVALENCY-UL 1897-04 is equivalent to test standard UL 18.97-A? Vesign
pressure margin of safety 2.1
Locke Bowden, P.E. does not have, not will acquire a financial in- Afacturing or distributing products
under this evaluation. V"4vq V,
Locke Bowden, P.E. is not owned, operated, or : 0.
controlled by a& comparNPriAiNf-Aturep, orlstributing products under this
report.
/7
Az
all '.d
FI-17022.1
5V Crimp (26GA Steel), 24" Wide Roof Panel - Details
I
Urniwuons:
1. Underlayment to be compliance with current Florida E
2. Minimum slope to be compliant with Florida Building 1
3. Products are compliant for State of Florida product aj
4. Engineering analysis for "project specific approval by
5. Fire classification is not part of this acceptance. SheE
6. Support framing in compliance w/FBC 2017 6th ed., C
Structural Loading.
7. This report does not imply warranty, installation, reco
10
Panel
Overlap
D&-k
IMZ'crgeaterPtyv=d, or
Wood plank
tilding Code (FBC)2017 61h ed.
Dde 2017 61h ed., and per with Manufacturer's installation reference.
�roval per Rule 61 G20-3. Compliance Method: 1 -D
)cal authorities w/judsdiction is allowed by other registered engineers.
diaphragm values are outside this report.
apter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
product use outside of this report.
' Fasteners-
12
w for Row &VC6n-qRo6fPsncJ
WD - pres.-S f
KLIII=i'hTrIH' .deWsf000d Screvr.
-247
Profile
Nominal Nominal 12"
O.C. o.c.
-1.12" Min. of #10 x 1-1/2" Min. per
"A" Hex Washer Head Screw
ed 12" o.c. across the Panel Wdth
r to Table "K for Spacing Along Panel
Deck- 15/ 32" or greater
Plywoau, 01
- VVbod p6nk