HomeMy WebLinkAboutProduct Approval (3) °lA12021 1, Florida Building Code Online
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Prgd,uct A pmyal Menu>Product or Application Search>gppbcatlon LIES>APPliwtloll pp il� O ��Vo
a FL# FL17022-R9 EVI E 4�' FOR
;j Application Type St.CUCie CiDU 4
Revision Permittin"� ®E �® PLIA�C�
Code Version 2020 ,
Application Status Approved VCIE COUN
T
Comments occ�` =-
Archived - j
Product Manufacturer Extreme Metal Fabricators,LLC
Address/Phone/Email 2160 SW Poma Drive
Palm City,FL 3499!` '
(772)872-8034
fivalidation@yaho corn
Authorized Signature Richard McKuhen.
nvalldatlo n@yaboo.com
Technical Representative Richard McKuhen
Address/Phone/Email 2160 SW Poma Drive
Paim City,FL 34990 '
(772)872-8034
richard@emfab.net
r Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report Isom a Florida Registered Architect or a Licensed Flcrlda
Professional Englr.I ar
Evaluation Report-Hardcopy Received .
Florida Engineer or Architect Name who developed the David Eng '
Evaluation Report Y°
' Florida License PE-81377
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 04/22/2024
Validated By James R Wally,PE �£
Validation Checklist-Hardcopy Relceived
Certificate of Independence FL17032 R9'Coi 26oa VMAX_pjy q._ -dfd '
I
Referenced Standard and Year(of Standard) Standard Year
TAS 100 1995
S;
TAS 125 2003
UL 560 2006
Equivalence of,Product Standards 4,
Certified By
Sections from the Code ° '
https://0oridebuilding.org/pr/pr app_dtl.aspx7param=wGEVXQwlDgv2aBQpHpQQe6rMZMkUEoR%2b7ZB0gjsB2joMvlu18gwLyA%3d%3d
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3111/2021 Florida Building Code Online
y,r
Dtion
' Product Approval Method Method I Op
Date submltted 12/16/2020 I u
12 16 2020
ate Validated / / r-
ate Pending FBC Approval 12/26/2020
ate A raved y '
S Urnmary of Products
FL# Model,Number or Name Description y'r
17022.1 01:26ga VMax on Plywood 26ga(min)VMax 5V panel with 24"coverage an 15132"(min)
Plywood or 3/4"(min)thick woad plank.
Limits of Use Installation instructions
Approved for use in HVHZ:No FI-17022 R9 II 26oa VMAX_pJ.yw�Od 9df ,
Approved for use outside HVHZ:Yes Verified By: David Eng,PE 81377
pact Resistant:N/A Created by Independent Third Party:Yes—Tip "�Y M
Do ssure: rN/A/-228 Evaluation Reportsy,
Other:Refer arson report. FL17022 R9 AE 26ga VMAX RI woo A
.t Created_:y Independent Third Party:Yes _ t
17022.2 02:032 Aluminum VMax on Plywood Nomtnall1 0.032"aluminum(or thicker)VMax 5V panel with
21"cove 9ge on 15/32 (min)plywood or 3/4 (min)thick
Wood plank.
-n
Installation instructions
Limits of Use v
Approved for use in HVHZ:NO FL17022 R9 II 032 VMAX 21tn p1.ywo_oa•a df Approved for use outside HVHZ:Yes Verified By: David Eng,PE 81377
impact Resistant:N/A Created by Independent Third Party:Yes
Evaluation Reports
Design Pressure:+N/A/-168.5 FL77037 RQ nF 032 yMAX 21tn plywo df
Other:Refer to evaluation report.
Created by Independent Third Party:Yes
I7022.3 03: 26ga VMax on Plywood 26ga(min)VMax 5V panel with 24"coverage on 15/321,(min) _
plywood or 3/4"(min)thick woad plank.option for fasteners In '3{
the flats and In the ribs,
_ I [.
installation Instructions
Limits of Use r'r
Approved for use in HVHZ:No FL17022 R9 II 26ga VMAX plywood Flats pdf
Approved for use outside HVH1:Yes Verified By: David Eng,PE 81377
Impact Resistant:N/A Created')y Independent Third Party:Yes
' Evaluation Reports � 40
I Design Pressure:+N/A/-114.25
r" Other:Refer to evaluation report. FL1702', fig Ada VMAX R{ywood FlAts.pdf
Createf 'ty Independent Third Party:Yes
29.5"coveragebn
17022.4 04:26ga CorMax on Plywood 26ga(min)CorMax corrugated panel with
15/32"(min)plywood or 3/4"(min)thick wood plank
Limits of Use Installation Instructions ;
Iy. Approved for use in HVHZ:Yes FL17022 R9 ii 26ga CorMax Plywoo H—HZ.D� k l 1
Approved for use outside HVHZ:Yes Verified By: David Eng,PE 81377 =
Impact Resistant:N/A Created by Independent Third Party:Yes `� +
Design Pressure:+N/A/-161 Evaluation Reports
• Other:,Refer to evaluation report. FL17023 R2 Ada CorMax P_IyYq odd HVHZ-P-d a`,
Created by Independent Third Party:Yes t
17.022.5 05:26ga CorMax on Battens 26ga(min)CorMax corrugated panel with 29,5"coverage on ;r
2x4(min)battens.
Limits of Use Installation Instructions4 a,
FL17022 R9 II 2bga CorMax Battens pdf
Approved for use in HVHZ:'No "
Approved For use outside HW%:Yes Verified By:'David Eng,PE 81377
Imp
Resistant:N/A Cleated oy4ndependentThird Party:Yes
Design Pressure:+N/A/-161 Evaluall t•n Reports c y
Other:Refer to evaluation report. FL1702, R9 AE 26oa CorMax Battens.
Rdf
Creates ay Independent Third Party:Yes r^;
t�A
Contact UsUs::7601 Blair Stona Raad,7311ahassee FL 3Z399 phone:850 407-1824
The State of Florida is an M/E6o employer.�opyrj9bt 7007-20t3 State of Florida.::Prlvacfatement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.if you de not want your t: ai1address released In response to a pubic-records request,do not 5cnd electronic
malt to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.467.1395.-pursuant to section 455.275(1), s x
Florida Statutes,effective October 1,2012,Licensees licensed under Chapter 455,F.S.must provide the Department with an omail address If they have one.The emaRs .....
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MAX
F L.17 0 2 2 01-ka,
Iry�•�yC'tt'a4,•,,�•'
Underlaym nt: Comply with local•building code or FSC'151 1.1.1 where required.
�,• 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 permitted
by local building code or FBC 1511, provided the existing roof meets the conditions required by
the applicabl code. `
Maximum Ilowable Loads & Installation Requirements:
hlEPho As 9 x 1.5" fastener in 12"-12" patternat 16" o_c : 86 S
Method a: ttio x 1.5" fastener in 12"-12" pattern at 16" o-c.: 93.5 PSF
"Method C: #SO x 1.5" fastener i-n 12" "' pattern at 8" o.c.: 101 ESE
11etho : #10 x 1.5" fastener in 1211:.•2" pattern at 6" o.c.: 228 PSF -�
factor of safety of 2 has been opt:-
lied-Technical Documentation:
This product as been tested to the UL 58o standard by Architectural Testing (now Intertek ;}
Testing, TST-1 27), report D05893.01-450-18, F3366.01-450-18, anc D05893.02-450-18. As referenced in• j
11'
FL 17022.01-R7
Compliance Statement:
This product s described has demonstrated compliance with Florida Building Code 2020,
1564.3.2 (non- VHZ) as required by FL Rule 61G20-3, method 1D. +s
This product s described has been tested and demonstrated compliance with:
• UL580 - Test for Uplift Resistance of Roof Assemblies ;,
UL 1897 - Uplift test for roof covering systems
• i
Design Process: _
vie load tabs sin this report prow=s one pre§criptive option for the fastening requirement
ror the.applicable wind loads for ro•nfs within the parameters described. For roofs outsidb of
she listed par meters, design wind loads shall be determined as required by FBC 1609, ASCE 7, or ; f;
other design •ode in force, using allowable stress. These load tables are based on ASCE 7-16. ,1
Use of these tables assumes that the structure is:
Enclosed and conforms to wind-borne debris provisions and is a regular shaped building . E1
is not subject to across-wind loading, vortex shedding or Instability; nor does it have a
site location for which channeling or buffeting warran! consideration E
Engineering analysis may be completed by other licensed engineers for project specific
approval by I of authorities having jurisdiction. y`'
Certification of Independence: r
David Eng, P5 and Timberlake Cove, LLC do not have, nor will acquire a financial interest in any company t,
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:
reslgn of deck nd roof structure (to inf.-jde attachment of plywood or wood plank) shall be completed by
others. Fire classification and shear dioz•-irogm design are outside the scope of this evaluation. Accelerated i 5i
weathering/sal spray Is outside the sco,^e of this evaluation.
This report is II ited to compliance with structural wind load requirements of FBC 1504.3.2, as required by -
Rule 61G20-3. Ne ither Timberlake cove nor the manufacturer shall be responsible for any conclusions,
interpretations or designs made by others based on th is evoluatiah report. This report is limited solely to
documenting a mpliance with Rule 61G20-3, and makes no express or implied warranty regarding
acrformance of this product. Ipstallation shall be subject to the loca building code and authority.'having
jurisdiction; this report shall not be construed to supersede focal code-s in force. i
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Instructilons:
i
Select the appropriate load table that applies to the
structure i question.
Determine he design wind speed for the project 2i 2 3
location. 2 2
i
1 1 '
Use the att chment method indicated for that
windspeed within each roof zone. 21 2 -' 13 `� � '�•I s
2 1 21 2
II�.}3I_.I
NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone concept.
For the loa• tables below, the worst case was taken ' t
for each zo a and reported using the standard zones 1 1 2`
-
a Z 1 2 131... aI
zone 1 inclL des zones 1 and 1' 1' -
Zone 2 incl des zones 2e, 2r, and 2n I -•'a� HIP ROOF CABLE ROOF �a'-- a' €
Zone 3 includes zones 3e and 3r
"0"°
Combining hese zones creates a clear, simple +�*��fT1f0 "^��"
l[�TWiOM=MD[Pl3TH OYHrAAMVCA 0N°RiFT(°!fr{
scheme, at the expense of some design efficiency- 0R�0E1�°"NEpOY0C9°�°"j'""`�""�°�C00E
contact th manufacturer for further information, ROOF ZONES FOR GENERIC BUILDING
or consult a licensed design professional. Ix.
METHOD A: METHOD B: METHOD C: METHOD D: 6y
#9 AT 16"�.C. #10 AT 16"O.C. #10 AT 8"O.C. #10 AT 6"O.C. =L i
CONSULT DESIGN
NR:NOT RATED.CONS
12"(NOM) 12"(NOM)------�.
PROFESSIONAL AS NEEDED
Use this load table for structures which meet the following criteria: Use this load t6ble for structures which meet the following criteria' I.r,
Are located in Exposure B area Are located in B.C,or D exposure area =
Have either a flat r DOf,or gable/hip roof with max slope of 12:12 Have either a flat roof,or gablelhip roof with max slope of 12:12 l
Have a mean Roo Height of 30 feet or less Have a mean Roof Height of 30 feet or less
FL17022 01: 26 a 5V Crimp_on 15/32"pLxrwood FL17022.01: 26 a 5 'rimp on 15/3"twood
Wind 105 10 120 130 140 160 160 170 180 190 200 Wines 105 110 120 130 140 150 160 170 180 190 2t'"i .•
?_one 1: A A A A A A A A A A A Zone 1: A A A A A A A C D D
s
Zone 2: A A A A A A A A CI3• Zone 2: A A A A; C D D D D D
Zone 3: A A A A A A B C.i=jjt �=D 'D' Zone 3: A A A C :D b D D D D tali i
(3
Use this
load table for structures which meet the following criteria: Use this load t--r•le for structures which meet the following criter.i r~
Are located in Exp sure B area • Are located in I C,or D exposure area :y
Have either a flat of less than 7°,hip roof with Have either a f.:it roofless thani7°,hip roof with -tom
max slope of 12:1 ,or gable roof with slope between 4A:12&12,12 max slope of'2.12,or gable roof with slope between 4.412&.12'
"
Have a mean Roo Height of 30 feet or less Have a mean ;oof Height of 30 feet or less
PL77022 01
el 26 a 5V Crim on 15/32" I ood FL17022.01: 26 a 5V Crim on 15/32" I Rod
Wind 105 110 120 138 140 150 160 170 180 180 211
Wind 105 10 120 130 140 150 160 170 180 190 200
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.
Zone 2: A A A A A A A A A B C. Zone 2: A A A A I wA B D. •D D D D
Zone 3: A A A A A A A 8 '.t :: C,85 Zone 3: A A A B D. D D D a
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