HomeMy WebLinkAboutPRODUCT APPROVAL METAL ROOFING y !-!P/2.021 ` J Florida Building Code Online
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P pf1 [ DP p� Bpphca[lon Lis;>Application Detail
FL# FL17022-R9 u
;j Application Type Revision ` ' a
Code Version 2020
Application Status Approved ;: A
RE PIE-1WED FUH
Comments CODE COMPLIANCE
Archived —�
STo L, CIE COUNTY
Product Manufacturer Extreme Metal Fab::'cators, LLC c Tf,<1�
Address/Phone/Email 2160 SW Poma Dr `T
Palm City,FL 349S
(772)872-8034
nvalidation@yaho i com
Authorized Signature .' Richard McKuhen
nvalidation@yahoo.com
Technical Representative Richard McKuhen
2160 SW Poma Drive '
Address/Phone/Email ? 't
Palm City,FL-34990 '{:F
(772)872-8034
rlchard@emfab,net
Quality Assurance Representative
Address/Phone/Email yI
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report.rom a Florida Registered Architect or a Licensed Florida :
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the David Eng
Evaluation Report
PE-81377
Florida License
Keystone Certifications,Inc. t }`
Quality Assurance Entity
04 22 2024
Quality Assurance Contract 8xpitation Date / /
.. jr
Validated By 3ames R Wally,PE =" `
Validation Checklist-Hardcopy Received
Certificate,ofIndependence FL17022 R9 COT 26ga VMAX_pjywood,Rdf ��.,,.
?� ^r
Referenced Standard and Year(of Standard) Standard Year•
TAS 100 1995
TAS 125 20032006
rl `;•:,
UL 580
Equivalence of Product Standards
Certified By ? :
Sections from the Code.
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2joMv1ul8gwlyA0/63d%-d.
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3111/2021 Florida Building Code Online
s
roduct Approval Method 'Method 1 Option D
12/16/2020
ate Submitted
ate Validated 12/16/2020
ate Pending FBC Approval 12/26/2020
ate Approved 2 `L°
+:.
f
f Products �3
Model,Number or Name Description F'= <
A,'. fi�i
01:26ga VMax on Plywood 26ga(min)VMax 5V panel with 24"coverage oh 15/3:.'.(min)
Plywood or 3/4"(min)thick wood plank.
Use Installation Instructions
for use in HVHZ:No FL17022 R9 IT 26ga VMAX_glywood.RAF_ P 7
for use outside HVHZ:Yes Verified By: David Eng,PE 81377
pesistant:N/A Created::y Independent Third Party:Yes t
Des- ssure:+N/A/-228 Evaluati on Reports °
Other:Refe at(on report FL1702:,R9 AE 26ga MAX_pjtWQ_Qd.0f T
1i Created iry Independent Third Party:Yes
i' 17022.2 02: 032 Aluminum VMax on Plywood Nominally 0.032"aluminum(or thicker)VMax 5V panel with =
21"coverage on 15/32"(min)plywood or 3/4"(min)thick
Wood plank.
;li t
Limits of Use Installation Instructions ,
Approved for use in HVHZ:No F1.17022 R9 II 037 VMAX 21in plywood df
Approved for use outside HVHZ:Yes Verified By: David Eng,PE 81377
Impact Resistant:N/A Created by Independent Third Party:Yes ;<:qµ,•
P Evaluation Reports = *
Design Pressure:+N/A/-168,5
Other:Refer to evaluation report. F_I-I 7022 R9 AE 032 VMAX 2110 21 ywo df t ?
Created by Independent Third Party:Yes w
s.
17022.3 03: 26ga VMax on Plywood 26ga(min)VMax 5V panel with 24"coverage on 15/3'1"(min) i
plywood or 314"(min)thick wood plank.Option for fasteners in 1
the Flats and in the ribs.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022.R9 11 26ga VMAX plywood flats,od�
Approved for use outside HVH I:Yes Verified ;;V: David Eng,PE 81377 .
Impact Resistant:N/A Creates ]y Independent Third Party:Yes
t Design Pressure:+N/A/-114.25 Evaluat.)n Reports
h" Other:Refer to evaluation report. FL17022 R9 AE 26aa VMAX-aywood Flatspd�
Created by Independent Third Party:Yes r *# -
�} a
17022.4 04:26ga CorMax on Plywood 269a(min)CorMax corrugated panel with 29.5"coverage on
15/32"(min)plywood or 3/4"(min)thick wood plank. r
Limits of Use Installation Instructions e,'4
71, Approved for use in HVHZ:Yes FL17022 R9 II 26ga CorMax Plywood HVHZ.o� u;
Approved for use outside HVHZ:Yes Verified By: David Eng,PE 81377 r` ;
Created by Independent Third Party:Yes
Impact Resistant:N/A
Design Pressure:+N/A/-161 Evaluation Reports
Other:Refer to evaluation report. FL17022 R9 AE 26aa CorMax Plywood HVH7_.pdf -g
Created by Independent Third Party:Yes
17022.5 05:26ga CorMax on Battens 26ga(min)CorMax corrugated panel with 29.5"coverage on `
2x4(min)battens.
Limits of Use Installs.ion Instructions '
� M6ga CorMax Battens tldf; Approved for use in HVHZ:No � FL170 21 R9 II 1
Approved for use outside HV9,;Yes Verified iiy: David Eng,PE 81377
Impact Resistant:N/A Create by Independent Third Party:Yes v'
Design Pressure:+N/A/-161 Evaluation Reports _=
Other:Refer to evaluation report. FL17022 R9 AE 26gA f'nrMax Batlens.�df
Created by Independent Third;Pa Yes
s
Contact ME::2601 Blair stone Raad.Tallahassee FL 32399 Phone:850.487-1824 Y.
The state of Florida Is an AA/EEO employer.�pyrjg)g?n07-2013 Slate of Florida.::Privacy Statement;:AccessiblliN Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your c•moil address released in response to a public-records request,do not send elcclronic
mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Sectrop 455.275(1),
Florida Statutes,affect[vo October 1,2012,licensees licensed under Chapter 455,F.s.must provide the Department with an email address If they have one.The emafls
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MAX
.s•t , S t•: _ '��t•s,;::T'�s'� ry t•!^'<%;cigi;=. ,;; F i.,.1,,ti',,':., -
c•�' �r�• 2•. _:i:.:'.:..n:-.Si:1'i n++l[;=�T�•i:�:y'e;: � -".`�',.:4 �i�'-^Y.--s`.+ss:.':7 --
FL.17022 01.. E • i'z' .- d.... -
U,nderlaym nt: Comply with local building code or FSC 1507.1.1 where required. _ `t
F,,• Slope: Comply with local building code or FBC 1507.4.2 where required. ••
Re-Roofing This panel may be installed over a single layer of existing shingles as.permitt4d
by local building code o•r FBC 1511, provided the existing roof meets the conditions required by
the applicabl code.
Maximum Ilowable loads & Installation Requirements: -
Met 8d A! #9 x 1.5" fastener in.12"-12" gattern at 16" o.c eb PSF -
(Method B: #10 x 1.5" fastener in 12"-32" pattern at 16" o.c.: 93.5 PSF
Method C: #10 x 1.5" fastener in 12"-'_!"pattern at e"o.c, 101 PSF
Moth x 1.5" fastener in 12": ZI, pattern at 6" o.c.: 228 PSF K'
factor of safety of 2 has been applied_
Technical Documentation: - 5
This product has been tested to the UL 5Bo standard by Archi`•ectural Testing <now Intertdk
Testing, TST-1 27), report D05893.01-450-18, F3366.01-450-18, and D05893.02-450-18. As referenced in
FL 17022.01-R7
Compliance Statement: s
This product s described has demonstrated compliance with Florida Building,Code 2020, :r: •
1504.3.2 (non- VHZ) as required by FL Rule 61G20-3, method 1D.
,• 7
This product cis described has been tested and demonstrated compliance with:
• UL580 - Test for Uplift Resistance of Roof Assemblies
• UL 1897 - UPI Ift test for roof covering systems
m
Design Pr cess: -
The load tables in this report proviras one pre.§criptive option for the fastening requirement
-ror the applicable wind loads for roofs within the parameters described. For roofs outside of v
he listed par meters, design wind loads shall be determined as required by FBC 1609, ASCE 7, or
other design ode in force, using allowable stress. These loac' tables are based on ASCE 7-16. ,
use of these tables assumes that the structure is:
Enclose and conforms to wind-borne debris provision:: and is a, regular shaped building is not subject to across-wind loading, vortex shedding, or instability; nor does it have a. s
site location for which channeling or buffeting warrant consideration N
Engineering analysis may be completed by other licensed engineers for project specific
approval by I in
cal authorities having jurisdiction.
Certificati of Independence:
David 5ng, PE and Timberlake Cove, LLC do not have, nor will acquire a financial interest in any company
manufacturing or distributing products under this evaluation_ The some entities do'not have, nor will
acquire, a fins clal Interest in any other entity involved in the approval process of the product.
Exclusions and limitations:
resign of deck ind roof structure (to Int. ade attachment of plywood or wood plank) shall be completed by _
others. Fire cla sification and shear dior-iragrn design are outside the scope of this evaluation. Accelerated --
,eothering/sal spray Is outside the scope of this evaluation. -=
This report Is it ited to compliance with structural wind load requirements of FBC 1504.3.2. as required by is
Rule 61G20-3. Neither Timberlake cove nor the manufacturer shall be responsible for any conclusions,
interpretations or designs made by others based on this evaluation report. This report Is limited solely to' .
documenting cc mpliance with Rule 61G20-3, and makes no express or ..nplled warranty regarding i
performance of this product. Ipstaliation shall be subject to the locc I building code and authority having
Jurisdiction; this report shall not be construed to supersede local coo=s in force.
Mm
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. ._ .>••.•%}.••'^R•-x"%-:9R^`M.:=.'u f.rr1•-•r '"'^n.: YK" ..:: - I-
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• - -- ) q - '=�"` +' `+•,�: T+ •`y>. 4cM. �,�r :r
L•1.70.2. 0'�.-'R= :•..,:°e..• t:7... .,r i•'w,;Ky::s•, r: _: r.'
-' . . f. f T�.... N.T.•^�•,l..�V^'.-~:.- -_-"�:y�A`:IV'"••.`r1ii.•W G,.ISSVJ•'-!r•.�.Jf� :f' - i f.� .� . .. ,
. 1
Instructions:
Select the appropriate load table that applies to the
structure i question. ' '+
21 2 3
Determine he design wind speed for the project
location. 2 1 1 '2{ _ t
Use the attachment method indicated for that 2 I I
windspeed ithin each roof zone. 21 2 --I3 - a S
2 1 7 2 _13 1
NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone concept. I
.I
For the loa• tables below, the worst case was taken z
for each zo a and reported using the standard zones 1 1 I 1 z
1-2-3: L.
a 3 2
zone 1 inclL des zones 1 and 1'
Zone 2 includes zones 2e, 2r, and 2n T -�a� HIPROOF WWLEROOF �a�'
Zone 3 inCIL des zones 3e and 3r
Combining hese zones creates a clear, simplef'0T`.
p CRA&DE VMEDBYD=ONDR?T dRAPP A.
OR 1�40ETiJW WFD°Y°C91°H q1°71fCNM(LCMtr°�
scheme, at the expense of some design efficiency.
contact th manufacturer for further information, ROOF ZONES FOR GENERIC BUILDING_
or consult a licensed design professional.
METHOD IA- METHOD B: METHOD C: METHOD D: ,
#9 AT 16"�.C. #10 AT 16"O.C. #10 AT 8"O.C. #10 AT 6"O.C.
r;{
12"(NOM) -- 12"(NOM)— —J NR ROFESS ONAO DESIGN
AS NEEDED
'.
o —
Use this load table for structures which meet the fallowing criteria: Use this load table for structures which meet the following criteria
Are located in Exp sure B area Are located in B,C,or D exposure area
Have either a flat r D0f,or gablelhip roof with max slope of 12:12 Have either a flat roof,or gable/hip roof with nix slope of 12:12
Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less ;.
1FL1702201: 26 a 5V Crimp on 1513T'plywood FL17022.01: 26 a 5VICrim on 15132" I vood j
Wind 105 10 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130' 140 150 160 170 180 19Q 20'. y l
Zone 1: A A A A A A A A A A A Zone 1; A A A A f A A A C D D
Zone 2: A A A A A A A A CrD2. Zone 2: A' A A A C 'D D D D D i
Zone 3: A A A A A A B C 4-D x�`;'D'.ID_ Zone 3: A A A C D. D - D D 'D D E���i�._,
—i•
Use this load table for structures which meet the following criteria: Use this load tei••le for structures which meet the following criteria +'
Are located in Exp isure B area Are located in I,-G,or D exposure area
Have either a flat of less than T°,hip roof with Have either a 1.A roof less than 7°,hip roof with
e between 4.�l:12 12:
max slope of 12:1 ,or gable roof with slope between 4A:12&12:12 max slope of'2:12,or gable roof with slop E
• Have a mean Rool Height of 30 feet or less Have a mean Roof Height of 30 feet or less
FL17022 01: 26 a 5V Crimp on 15132"dywood FL17022.01, 26 a 5V Crimig on 15132 1 ood _
Wind 105 10 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 190 201 :?}
Zone 1: A A A A A A A A A A A Zone 1: A A A A A A A B C D D . S
Zone 2: A A A A A A A A A B C. Zone 2: A A A A _A 8 Q: •D. D D U �'';,a.,y
Zone 3: A A A A A A A B 'r D = �bx Zone 3_ A A A B ':D: D D Q
1. .tr,w:•,}z���s
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