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RECEIVED
Revision•
2017 BAN 2 3 2018
Approved
ST. Lucie County, Permitting
08/18/2017v.date reapply 08/21/17
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
Extreme Metal Fabricators, LLC REQUIRED BY FIELD INSPECTORS THAT
2160 SW Poma Drive
Palm City, FL 34990 r vw`. MAY BE NECESSARY IN ORDER TO � �:,
(772) 872-8034 �a CO
fivalidation@yahoo.com ®i��9�°�. �h L 1' XIluAn �/UES°�'
Richard McKuhen
fivalidation@yahoo.com
Richard McKuhen
. mw � %
2160 SW Poma Drive
ST, LUCIE COUNTY
Palm City, FL 34990
BUILDING DIVISION
(772) 872-8034
REVIEWED
rchard@emfab.net
FOR COMPL09E
REVIEWED BY
DATE 02-02 /Q e
PLANS AND PER
MUST BE KEPT ON OB OR
Roofjng NO INSPECTION WIL BE MADE
Met' .:^"• al• Roofin. gc
Evaluation Report from a Florida Registered Architect or a licensed
Florida Professional Engineer
L Evaluation Report - Hardcopy Received
LOCKE BOWDEN
PE-49704
Keystone Certifications, Inc.
04/22/2024
Zachary R. Priest, P.E.
El Validation Checklist - Hardcopy Received
FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.odf
Referenced Standard and Year (of Standard) Standard
TAS 125
UL 1897
UL 580
Equivalence of Product Standards
Certified By
Sections from the Code
Year
2003
2012
2006
Compliant with Florida Building Code
Compliant with Florida Product Appr(
Compliant: Keystone Certifications
Product: 5 V Crimp 26GA Steel Roof
Yield strength: 50 ksi min.;
Deck w/ min. 0.42 specific I
Rib Height 3/8"
Corrosion Resistant Compliant: FBC
Fastener 1(Method 1 Attachment):�
3/16" min. thru deck or 5/8" embec
requirements) '
Palm City, FL 34990
7 (61 ed.)
Rule # 61G20-3
I FBC Sec.1507.4.2
:hed to min.15/32" plywood or Wood
y with screws. 24" Coverage
Sec.1S07.4.3
#9 x 1-1/2" Hex -Washer Head wood screw* to penetrate
Iment into wood plank. (*or sufficient length to meet
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)
Underlavment: To be compliant with FBC Sec. 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 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 1
#9
#10
#10
#10
Reference Data: ARCHITECT6RAL TESTING, INC. TST ID#: 1527
UL 580-06 & 1897-041 Test Report DM893.01-450-18 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 1897-04 is, equivalent to test standard UL 1897-1fi *Design pressure margin of safety 2.1
Locke Bowden, P.E. does not have, not will acquire a financial int Pq a cq pq�►m Ow
.
under this evaluation. •
Locke Bowden, P.E. is not owned, operated, or controlled by a fy colApar1llpmbi1a 4;tures, or di
report.
'/• `"1 ANAL ��• +�'
or distributing products
products under this
r
i
._1%
v\
FL17O22.1 5V Crimp (26GA S
Limitations:
1. Underlayment to be compliance with current Florida Buildil
2. Minimum slope to be compliant with Florida Building Code
3. Products are compliant for State of Florida product approv
4. Engineering analysis for "project specific approval by local
5. Fire classification is not part of this acceptance. Shear dial
6. Support framing in compliance w/FBC 2017 6th ed., Chapt
Structural Loading.
7. This report does not imply warranty, installation, recomme
1), 24" Wide Roof Panel - Details
Code (FBC)2017 6th ed.
)17 61h ed., and per with Manufacturer's installation -reference.
per Rule 61G20-3. Compliance Method: 1-D
ithorities w/jurisdiction is allowed by other registered engineers.
ragm values are outside this report.
22 for Steel, Chapter 23 for Wood and Chapter 16 for
product use outside of this report.
15132" or greater Plywood, or
Wood plank
FILE COPY
_247-
3t8
{ir�'I'iCYB1.ALS'YRIFTtL1�S
Nominal 12"
O.C.
Panel Profile
Nominal 12"
O.C.
Fasten
9 -xi -1 /2" Min. or #10 X 1-1/2" Min. per
'Table "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