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t'rcd5:c5.3ri0iy.a1 hle.:u >�.r,,ductor Acn':c,�ttien�e;nr.l: > .^:mirca�Eon t�K£;> Application Detail
FL »
FL17022-R7
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
08/18/2017v. date reapply 08/21/17
WA
tame Metal Fr3b caps ,`, rxL
S oma Drive
Palm City, FL 34990
(772)872-8034
rlvalidation@yahoo.com
Richard McKuhen
f ivalidation@yahoo.com
Richard McKuhen
2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
nchardirla emfab.net
Roofing
Metal Roofing
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
L] Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed LOCitE BOWDEN FILE
the Evaluation Report COPY
Florida License PE-49704
Quality Assurance Entity Keystone Certifications, Tnc,
Quality Assurance Contract Expiration Date 04/22/2024
Validated By Zachary R. Priest, P.E.
It.- validation Checklist- Hardcopy Received
Certificate of Independence FL13022 R7 COT FL 17022.1 S V_CRIMP ssr.odr
Referenced Standard and Year (of Standard) Standard
Year
TAS 125
2003
UL1897
2012
UL 580
2006
Equivalence of Product Standards
Certified By
Sections from the Code
Patna City, FL 34990
nt: Keystone Certifications
I Yield strength: 50 ksi ruin.; Attached to min.15/32" plywood or Wood
Deck w/ min. 0.42 specific gravity atiilith screws. 2e Coverage
Rib Height 3/8"
Corrosion Resistant Compliant: FBC Sec.1507.4.3
Fastener 1(Method 1 Attachment): #9 x 1-1/2" Hex -!Masher Head wood screw* to penetrate
3/1V 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 Read wood screw* to
penetrate 3/16" man. thru deck or 518" embedment into wood plank. (*or sufficient length
to meet requirements)
Underlayrnent: To be compliant with FBC See. Chart 1507.1.1
See Fastener attachment staecillcatiorrs above
Install Details: 'Sable A Allowable Loads
METHOD 1
METHOD 2
METHOD 3
METHOD 4
DESIGN PRESSURE'
-86 PSF
-93.5 P5F
-101 PSF
-228 PSF
ROW SPACING
16" O.C.
16" O.C.
8" O.C.
6" o.c.
TERSE SPA 11 SAL I+dG n : vuadtrh-
FASTENER SIZE
I
#9
1� "g ea.c.ow12"
#10
o.c.
#10
#10
Reference Data. ARCHITECTURAL TESTING;, INC. TST ID#: 1527
UL 580-06 & 1897-041 Test Report CM893.01-450-18 05/02/14
'rest Report F3366.01-450-18 12/18115
TAS 125-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-12 *Design pressure margin of safety 2.1
etl$►tlltr��,�_�_
Locke Bowden, Q.E. does not have, not Will acquire a financial in lq a cQrAm+facturing or distributing products
under this evaluation.
Locke Bowden, P.E. is not owned, operated, or Controlled by alyy coaipanVOPIA0541urea, or listributing products under this
report. e b f
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IONAL
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Limitations:)
1. tlnderla' ment to be compliance with current Florida Building Code (FBC)2017 61h ed.
2. Minimu , slope to be compliant with Florida Building Code 2017 61h ed., and per with Manufacturer's installation reference.
3. Products' re compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D
4. Engineeri', g analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers.
5. Fire classi cation is not part of this acceptance. Shear diaphragm values are outside this report.
6. Support fr ing in compliance w/FBC 2017 61h ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
Structural ailing.
This report ;,oes not imply warranty, installation, recommended product use outside of this report.
— Festeners-
n9X1.10Min. or
910-1-lre Min. per Table A- far. Row /- &V Cdrop Roof PMd
Spacing and DesFyn Pressures
HeX Washer Head 4Ypod Screws
Deck:
1 ' or greater RIADod, or
Wood plant,
Nominal12" 1 Nominal IZ'
Fasten
E9 1 112" Min. or #10 x 1-112" Min. per
-cable "A" Hex Washer Head Screw
Spaced 12" o.c. across the Panel Width
Refer to Table "A" for Spacing Along Panel
Length
Deck-15/32' or greater
Plywood, .or
-Mod plank