HomeMy WebLinkAboutProduct Approval-Metal ::.f= • 'RECEIVED ✓lJ -
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rn_t;y_4r.az+eut hte^ll>�_ _ nerF<.�:n i•:c: >Fnnlic<:ioa: `:>Application Detail
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FL;ii FL17022-R7
Application Type Revision
Code Version 2017
Application Status Approved
Comments 08/1812017v.date reapply 08/21/17
Archived -. -
Product Manufacturer Extreme Metal Fabricators,LLC
Address/Phone/Email 2160 SW Poma Drive tl d
Palm City,FL 34990
(772)872-8034 ==a
,9validation@yahoc.com 81; l
Authorized Signature Richard McKuhen
'ivalidation@yahoo.com 001
Technical Representative Richard McKuhen
j01Db-02D
Address/Phone/Email 2160 SWPoma VIEWED FOR
Palm City,FL 345f—
(772)87 nchard@ .010E COMPLIANCE
Quality Assurance Representative ST. LUCIE COUNTY
Add ress/Ph one/Email E®C C
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 Evaitiation 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.
Validation Checklist-hardcopy Received
Certificate of Independence FL17022 R7 CrM FL 170'22.1 S V^RIMP SSr.Udr
Referenced Standard and Year(of Standard) Standard ygr
TAS 125 2003
UL 1847 2012
UL 580 20U6
Equivalence of Product Standards
Certified By
Sections from the Code -
1 �I
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FL17022.1 5V Crimp 426GA Steel), 24"Wide Roof Panel -Details
Limitations:
1. Underlayment to be compliance with current Florida Building Code(FBC)2017 6th 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 incompliance w/FBC 2017 60 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.
Fa;Aencca-
I-Vr Min.per7abAa W to,po" Qimp Roof Panel
Spacing and Design Pressures
Hex Washer Head)Nood S=ws
AV
WLf �;
Dec&
MIZ argreater Rlywood,or
Wood plank
247
Panel Profile
Nominal 12". i Nominal 12"
O.C. j O.C.
Fasten
9--1-1/2"Min. of 410 x I Min.per
-Table"A" Hex Washer Head Screw
Panel Spaced IZ'o.c.across the Panel Wdth
Refer to Table"N'for Spacing Along Panel
Overlap .
t! Length
7�
L 77 - N
Deck-15/32"or greater
Plywood,or Mod plank
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2160 SW Puma Drive
Palm City, FL 34950
772)872-8034
NOW
Compliant with Florida Building Code 2019(6th ed.) I
Compliant with Florida Product Approval Mule#61G20-3
Compliant: Keystone Certifications
i
Product:5 V Crimp 26GA Steel Roof Panel FISC Sec. 1507.4.2
Yield strength:50 ksi ruin.,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" rain.thru deck or 5/8"embedment into wood plank,ror sufficient length to meet
requirements)
Fastener 2(Method 2,3,&.4 Attachment):#10 x 1-1/2" Hex-Washer lead wood screw`to
penetrate 3/1.6"min.thru deck or 5/8"embedment into wood plank. (*or sufficient length
to meet requirements)
Underlayrrlent: To be compliant with FISC See. Chart 1507.1.1
Slope:Shall be in compliance with FBC Sec. 1507.
See Fastener attachment specifications above,
install Details: Table A Allowable Loads METHOD I t METHOD 2 METHOD 3 MlETHOD 4!
DESIGN PRESSURE` -86 PSF -93.5 PSF -1.01 PSI` -128 PSF
ROW SPACING 16"O.C. 16"P.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&1.897-041 Test Report D0893:01-450-1.8 05/02/14
'rest Report F3366:41-450-18 12/18/15
TAS 125-03 rest Report D05893.02-450-18 07/22/14
*EgUIVAL.ENCy--UL 1897-04 is equivalent to test standard M 1887-1.2 *Design pressure margin of safety 2:1
L riV-at4�}4iftt�t,.�.�
Locke Bowden,P.H.does not have,not will acquire a financial inn�;q yi;L4 ;�trrjf facturing or distributing products
under this evaluation.
Locke Bowden,P.E.is not owned,operated,or controlled by any coe►pa4#ornbftt0f 4tur;F,or lstributing products under this
a
report.
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