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> AocNntion t,M > Application Detail
FL17022-R7
Revision
2017
Approved
08/18/2017v.date reapply 08/21/17
Extreme Metal Fabricators; LLC
2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
flvalidation@yahoo.com
Richard McKuhen
qvalidation@yahoo.com
Richard McKuhen
2160 SW Portia Drive
Palm City, FL 34990
(772)872-8034
richard@emfab.net
Roofing
Metal Roofing
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
L Evaluation Report - Hardcopy Received
to developed LOCKE BOWDEN
n
PE-497044
Keystone Certifications, Inc.
Date 04/22/2024
Zachary R. Priest, P.E.
validation Checklist- Hardcopy Received
Certificate of Independence
I
Referenced Standard and Year (of Standard)
I
Equivalence of Product Standards
Certified By
Sections from the Code
FL17022 R7 COT ct 17022 1 S t! RiMP cvr ndr
Standard ymdr
TAS 125 2003
UL1897 2012
UL 580 20116
X
Palm City, FL 34990
Compliant with Florida Building Code 2017 (6th ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications
Product: 5 V Crimp 26GA Steel Roof
Yield strength: 50 kst min.;
Deck w/ mein. 0.42 specific !
Rib Height 3/8"
Corrosion Resistant Compliant: FBC
Fastener 3 (Method 1 Attachment):
3/16" min. thru deck or 5/8" embed
requirements)
Fastener 2 (Method 2,3, & 4 Attaches
penetrate 3/16" min. thru deck or Si
to meet requirements)
Underlayment: To be compliant wit!
Slope: Shall be in compliance with
FBC Sec.1:507.4.2
led to min.15/32" plywood or Wood
with screws. 24" Coverage
c.1507.4.3
x 1-1/2" Hex -Washer Head good screw* to penetrate
Mt into wood plank. (*or sufficient length to meet
t): #10 x 1-1/2" Hex -Washer dead wood screw* to
embedment into wood plank. (*or sufficient length
FBC Sec. Chart 1S07.1.1
Sec.1507.
.See Fastenei,altAirhi➢ Anna' C►aorifii afirsssc fth—N —
Instal[ Details: Table A AIE®wabEe Loads
METHOD 1
METHOD Z METHOD 3
METHOD 4
1 DESIGN PRESSURV
-93.5 PSF -101 PSF
f -228 PSF
ROW SPAaNG
1fi" o.c.
16" ox. 8" O.C.
6" ox.
FASTENER SPAtIRA111- (Al rlNG Panel width)
12" O.C.
12" o.c. 12" o.c.
12"
FASTENER SIZE j
#9
#10 , #10
O.C.
##10
Reference Data: ARCHITECTURAL TESTING, INC- TST ID#: 9S27
UL 580-06 & 1897-04t Test Report 125893.0I-450-9.8 05/02/14
Test Report F3366.Oi-450-181211ans
TAiS 125-03 Test' Report D05893.02-450-18 07/22/14
*EQZALENCY--UL 1897-04 is equivalent to tesisiandard UL 1897-12 *Design pressure margin of safety 2c1
,ttlfirrt��g
ki
Locke Sowden, P.E. does not have, not will acquire a financial inl�tg a co{ir1mysaiactusmg or distributing products
under this evaluation. v� L
Locke Bowden, P.E. is not owned, operated, or controlled by a& coaipanVorn4gPfa�tureq or is#ributing products under this
report. Z 6 ,
A
NAL
's a::t.7t nts
I=L97022.1 5V Crimp i
Limitations:
1. Undedaymentto be compliance with current Flai
2. Minimum slope to be compliant with Florida Buii(
3. Products are compliant for State of Florida prodt
4. Engineering analysis for "project specific approv
5. Fire classification is not part of this acceptance.
6. Support framing in compliance w/FBC 2017 6u E
Structural Loading.
7. This report does not imply warranty, installation,
Dedc:
-15W
-W=di
Nominal
O.C.
Steel), 24`° Wide Roof Panel Details
a Building Code (FBC)2017 61h ed.
ig Code 2017 6th ed., and per with Manufacturers installation reference.
approval per Rule 61G20-3. Compliance Method: 1-D
by local authorities w/jurisdlction is allowed by other registered engineers.
tear diaphragm values are outside this report.
, Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
or
product use outside of this report.
-- Festeners-
nBx1-12°hfi0. o:
:10'-1-11rMin. perTa vW for Row swCrimpRoof Panel
Spacing and Design Pressures
Hex Was^erHead Wood Screvis i
rsFn—WAL STRAMS
Panel Profile
Nominal 12"
O.C.
Fasten
X 1-112" Min. or 010 x 1-1/2" iVlin. per
-fable "A" Hex Washer Head Screw
Spaced 12" o.c. across the Panel Wdth
Panel Refer to Table " A" forSpacing Along Panel
Overlap Length
Jam- Deck-15/32" or greater
Plywood, or
-Mod plank