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> Application Detail
FL17022-R7
Revision
2017
Approved
08/18/2017v. date reapply 08/21/17
El
Extreme Metal Fabricators, LLC
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
flvalidation@yahoo.com
Richard McKuhen
flvalidation@yahoo.com
Richard McKuhen
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
rchard@emfab.net
Roofing
Metal Roofing
RECEIVED
MAY 0 3 2018
ST, Lucie County, Permitting
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed LOCKE BOWDEN
the Evaluation Report
Florida License
PE-49704
Quality Assurance Entity
Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date
04/22/2024
Validated By
Zachary R. Priest, P.E.
11 Validation Checklist - Hardcopy Received
Certificate of Independence I
FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.odf
I
Referenced Standard and Year (of Standard)
Standard Year
TAS 125 2003
UL 1897 2012
UL 580 2006
Equivalence of Product Standards I
Certified By
Sections from the Code I
I
i
I
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZ...
5/3/2018
Compliant with Florida Building Code 2017 (6th ed.)
Compliant with Florida Product Approval R le # 61G20-3
Compliant: Keystone Certifications
Product: 5 V Crimp 26GA Steel Roof Panel
Yield strength: 50 ksi min.; Attad
Deck w/ min. 0.42 specific gravity
Rib Height 3/8"
Corrosion Resistant Compliant: FBC Sec.1
Fastener 1(Method 1 Attachment): #9 x 1
3/16" min. thru deck or 5/8" embedment
requirements)
Fastener 2 (Method 2,3, & 4 Attachment):
penetrate 3/26" min. thru deck or 5/8" en
to meet requirements)
Underlayment: To be compliant with FBC
Slope: Shall be in compliance with FBC
Palm City, FL 34990
:BC Sec. 1507.4.2
ed to min.15/32" plywood or Wood
with screws. 24" Coverage
07.4.3
12" Hex -Washer Head wood screw* to penetrate
ito wood plank. (*or sufficient length to meet
x 1-1/2" Hex -Washer Head wood screw* to
ment into wood plank. (*or sufficient length
Chart 1507.1.1
1507.
See Fastener attachment 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 . _... ..... _ _
., ._
46",pope,
16" o.c..
8" o.c.
6" ox.
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 CM893.01-450-18 05/02/14
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-I �f� *Design pressure margin of safety 2.1
Locke Bowden, P.E. does not have, not will acquire a financial int�q' ��cqn mfWfacturing or distributing products
under this evaluation. = �•
Locke Bowden, P.E. is not owned, operated, or controlled 1by aQy coo par(VorM4fdafsttur'•es, or dstributing products under this
•
report. «, X . • .
.,•
�•
S TL,
•
FL17022.1 6V Crimp (26GA
1), 24" Wide Roof Panel - Details
Limitations:
1. Underlayment to be compliance with current Florida Buil
2. Minimum slope to be compliant with Florida Building Coi
3. Products are compliant for State of Florida product appr
4. Engineering analysis for "project specific approval by loc
5. Fire classification is not part of this acceptance. Shear d
6. Support framing in compliance w/FBC 2017 6th ed., Cha
Structural Loading.
7. This report does not imply warranty, installation, recomn
Dedc:
15132" or greater Plywood, or
Wood plank
ig Code (FBC)2017 6th ed.
2017 6th ed., and per with Manufacturer's installation reference.
31 per Rule 61G20-3. Compliance Method: 1-D
authorities w/jurisdiction is allowed by other registered engineers.
>hragm values are outside this report.
:r 22 for Steel, Chapter 23 for Wood and Chapter 16 for
ed product use outside of this report.
ramcnaa-
#9 x 1L 112" Min. or
#10 � 1-112" Min. perTab/e A" for Row 5-V Crimp Roof Panel
Spacing and Design Pressures
Hex V1lasher Head Wood Screws
24-
'12"
OFTIONAI. STRIATIONS
Panel Profile
Nominal12" I Nominal12"
Fasten '
J1937-1/2" Min. or #10 X 1-1/2" Min. per
-Table "A" Hex Washer Head Screw
Spaced 12" o.c. across the Panel Wdth
Panel Refer to Table "A" for Spacing Along Panel
Overlap /\ Length
Deck-15/32" or greater
Plywood, or
- VAbod plank