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FL .. PL17022-R7
.
St. Lucie County
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
08118/2017v. date reapply 08/21/17
Archived
^
Product Manufacturer
Extreme Metal Fabricatora, LLC
Address/Phone/Email
2160 SW Poma Drive
Palm City, FL M990
(772)872-8034
nvalidation@'yahoo.com
Authorized Signature
Richard McKuhen
I Ivalldation@yahco,com
Technical Representative
Richard McKuhen
Address/Phone/Email
2160 SW Poma Drive
Palm City, FL 34990
(772)672-8034
richard@emrab.net
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method 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, Tnc.
Quality Assurance Contract Expiration Date
04/22/2024
Volidated By
Zachary R. Priest, P.E.
i-I Validation Checklist - Hardmpy Received
Certificate of Independence
1.1702 R7 POT FL 17022.1 S V PRIMP • ndf
Referenced Standard and Year (of Standard) Standard
TAS 125
UL 1697
UL 580
Equivalence of Product Standards
Certified By
Sections From the Code
Year
2003
2012
20U6
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 Panel FBC Sec.1507.4.2
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. (*or sufficient length to meet
requirements)
Fastener 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to
penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length
to meet requirements)
Underlayment: To be compliant with FBC Sec. Chart 1507.1.1
Slope: Shall be in compliance with FBC Sec.1507.
See Fastener attachment cnf- i1=.rai3nnc =hr,r u
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" 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 590-06 & 1897-041 Test Report 00's893.01-450-18 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 1897-08 is equivalent to teststandard UL 1897-12 *Design pressure margin ofsafety 2.1
�,atirrn' 1�
Locke Bowden, P.E. does not have, not will acquire a financial
under this evaluation.
Locke Bowden, P.E. is not owned, operated, or controlled by.
report.
U. F-0
coerparN0rn 6h5 a$tureP, orl:
distributing products
products under this
A7
FL17O22.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details
Limitations:
1- Undedaymentto be compliance with current Florida Building Code (FBC)2O17 Vh ed.
2. Minimum slope to be compliant with Florida Building Code 2017 6' 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 wfFBC 2017 6� ad., 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.
-15wagmaz F,YMM'a
-"W plank.
va~
—Fasten -
kBa1.12`Mw. a
910"t-tPG A4n pexraDle A• ror Row &VCri pRod Pend
SpaeiDesign Pmssures
Hex Wasni:et He HeaQ WooG Saews
Panel Profile
Nominal 12"
O.C.
Fasten
V x 1-112° Min. or #10 x 1-112" Min. per
-fable °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-15132" or greater
Plywood, or
- Mod plank