HomeMy WebLinkAboutPRODUCT APPROVAL METAL ROOFINGILE CO,:,�' Y
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Application Type
FL17022-R7
Revision �
�
REQUIRED BY FIELD INSPECTORS THAT
Code Version
2017
�; NECESSARY Vl
fit -,MAY BE, NECESSARY IN 022E d TO.;:r'':,
Application Status
Approved
C.OM LVMTiHA L' 4PPLICA�, CODES."
Comments
08/18/2017v. date reapply 08/21/17
Archived
❑ '
Product Manufacturer
i
Extreme Metal Fabricators, LLC CONCEALED FASTENERS OR ATTACHMENTS
Drive
Address/Phone/Email
2160 SW Poma
Palm City, 341
(772)872-8034i
ARE THE RESPONSIBILITY OF THE
flvalidation@yalhoo.com
CONTRACTOR OF RECORD
Richard McKuhen
Authorized Signature
fivalidation@ya hoo.com
Technical Representative
Richard McKuhen
2160 SW Poma Drive
/ ! O 0
Address/Phone/Email
Palm City, FL 34990
(772)872-8034
ST LUCIE COUNTY
richard@er�fab.net
BUILDING DIVISION
REVIEWED 4'
FOR COM
Quality Assurance Representative
REVIEWED BY
Address/Phone/Email
DATE
!
PLANS AND PER IT
Category
Roofing/
MUST BE KEPT ON JOB OR
Subcategory
Metal Roofing
NO INSPECTION WILL BE MADE
EvaluaI tion Report from a Florida Registered Architect or a Licensed
- Compliance Method
Florida Professional Engineer
L Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
1
LOCKE BOWDEN
the Evaluation Report
Florida License
PE149704
Quality Assurance Entity
Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date
04/22/2024
Validated By
Zachary R. Priest, P.E.
E Validation Checklist - Hardcopy Received
Certificate of Independence
�FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.odF
Referenced Standard and Year (of Standard)
Standard
Year
TAS 125
2003
UL 1897
2012
UL 580
2006
Equivalence of Product Standards
Certified By
Sections from the Code
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 Panel FBC Sec.
Yield strength: 50 ksi min.; Attached to m
Deck w/ min. 0.42 specific gravity with scr
Rib Height 3/8"
Corrosion Resistant Compliant: FBC Sec.1507.4.3
Palm City, FL 34990
W7.4.2
.15/32" plywood or Wood
us. 24" Coverage
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 1i 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.
Slope: Shall be in compliance with FBC Sec.
rt 1507.1.1
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
16" o�c._
16".o.c..
8" O.C.
6" o.c.
FASTENER SPACING (ALONG Panel width)
12" ox.
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 03893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/19/15
TAS 125-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY-UL 1897-04 is equivalent to test standaid UL 1897-1*Design pressure margin of safety 2:1
irrrrr .
C D. rJOv
Locke Bowden, P.E. does not have, not will acquire a financialjint iq a Jfcc? W; m?Vacturing or distributing products
under this evaluation. I '
Locke Bowden, P.E. is not owned, operated, or controlled by pay coApar(Vpmb63WtureP, or distributing products under this
report.
IS
J
FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details
Limitations:
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6t' 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 61 G20-3. Compliance Method: 1-D
4. Engineering analysis for "project specific approval by local authorities w/jurisdiction 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 61' 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.
761" or greater Plywood, or
Wood plank Nm
I C4(opy
14"
12"
31rr I
{}rPMNAL STR#AiYr3FtS
I
Panel Profile
Nominal 12" Nominal 12"
o.c. O.C.
Fasten
9 —xi -1 /2" Min. or #10 X 1-1/2" Min. per
-fable "A" Hex Washer Head Screw
Spaced 12" o.c. across the Panel Width
Panel Refer to Table "A" for Spacing Along Panel
Overlap Length
Deck-15/32" or greater
Plywood, or
-Wood plank