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Fl-#
FL17022-R7
Application Type
Code Version.
0-A-iPSx�Nd
Application Status
Publications i FSC.StaN I BCIS Site Map i Links I search I
Comments 08/18/2017v. date reapply 08/21/17
Archived
Product Manufacturer xtreme etaI Fatricators, LLC
Address/Phone/Email 2160 SW Pom r v
Palm City, FL 34990
(772) 872-8034
fivalidation@yahoo.com
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Life�crt_L:bFAST E E SORAlIACHMEiVTS
ARc THE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Richard McKuhen
nva lidation@ya hoo.corri
Richard McKuhen
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
richard@emfab.net
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
Roofing
Metal Roofing
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
i_. Evaluation Report - Hardcopy Received
LOCKE BOWAEN
FILE
COPY
PE-49
PE-49 704
Keystone Certifications, Inc:
04/22/2024
Zachary R. Priest, P.E.
Validation Checklist - Hardcopy Received
FL17022 R7 COT FL 17022.1 S.V CRIMP ssr pdf
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 CodeL—
ST. LUCIE COUNTY BUILDING DIV ION
REVIEWED FOR COMPLIANCE
REVIEWED R.1C A . n ��
PLANS AND PERMIT MUST BE KEPT
SITE OR NO INSPECTIONS) WILL I
Palm City, FL 34990
Compliant with Florida Building Code 2017 (6t' ed.)
• 4`Keystone
Product: 5 V Crimp 26GA Steel Roof Panel FRC Sec.1507.4t.2
Yield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood
Deck w/ min. 0.42 specific gravity with screws. 24" 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. (*®r sufficient length to meet
requirements)
Fastener 2 (Method 2,3, & 4 Attachment); #10 x 1-1/2" Hex -Washer Head wood screw* to
penetrate 3/16D° min. thru deck. or 5/8" embedment into wood plank. (*or sufficient length
to meet requirements)
Underlayment: To be compliant with FRC Sec. Chan 1507.1.1
See. Fastener attachment specirications above
Install Details- Table A Allowable Loads
METHOD 1
METHOD 2
METHOD 3
METHOD 4
DESIGN PRESSURE*
-86 PSf
-93.S PSF
-101 PSF
-228 PSF
ROM SPACING
16" O.C.
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: ARCiirrECTURAL TESTING, INC. TST ID#: 1527
UL 580-06 & 1897-041 Test Report I25893.01-450-18 OS/02/14
Test Report F3366.01-450-18 12/18115
TA5 125-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY--UL 1897-04 is equivalent to test standard UL 1897-12 *Resign
ott�44►!t
pressure margin of safety 2.1
Locke Bowden, P.E. does not have, not will acquire a financial in '�S q a+�cggymfacturing or distributing products
under this evaluation.
Locke Bowden, P.E. is not owned, operated, or controlled by aPdy conipa0j)n-Afl55 iure@, or distributing products under this
report. o r
-.
_.A117
13
1 J,
FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Paned - Detain
Limitations:
1. Undei-layment to be compliance with current Florida Building Code (FBC)2017 61h ed.
2. Minimum slope to be compliant with Florida Building Code 2017 61' 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 wtjurisdiction 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 6t' 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.
151z..2' or neater P;y+r.�d, or
- Wood plank
Y-4-
17°
Panel Profile
Nominal 12" a } Nominal 12'
O.C. I O.C.
Fasten
f9 x 1-1/2" Min. or 410 X 1-112" Min. per
cable "A" Hex Washet Head Screw
Spaced 12"o.c. across the Panel Width
Panel Referto Table "A" for Spacing Along Panel
Overlap Length
Deck-15132" or greater
Plywood, .or
-Wood plank