HomeMy WebLinkAboutPRODUCT APPROVAL - METAL ROOFINGBusiness Regulation
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product Approval
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Pmduct APPrgvai 30enu : Prarluct or Replication 5earc A2p!icaH= List „ppllcmdan DV. ii
------ 7022-119
: s : Revislon
',la-, -. 2020
Application Approved
•:or,rents
1rnF'/p(7
.rarer
_ :—, . Metal R .ricators, LLC
Address/Phone/Eniall
2-CC, Sly' Rom& -Ave
a;T amity, FL �4�:,v
valldatlon"hoa,com
OLLjthnri-Ze.t' i!-npwre
';icherd McKuher
ilv3lldatlan0yahr o.com
.:ec.iniaal Re;.;e5entative .c:�-..:., t•..:....;,cr
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Ass
C.ompilance Mathoo Evaluation Repo-- from a Flarlda Rim., - 1 Architect or a Licensee Florida
-rrifessionai Enoi, eer
rv3luatian Report - Hardcopy R;
torida Engineer or Architect Nacre vjao developed t ..: c /id Eng
Evaluation Regort
Quelity Ass,;rartce Eritlty �, ,. �,.:._ _. Inc.
Quality Asswrdnce Contract ExpIL zLlcr;, Dare
Validated 6y s .
r!;list - Hardcopy - °:ved
"apl�cate of .�r:e[•:�ndenc�
fie* rencer Standard and Yea- (z, 7 Standard)
�!Pulvalence rr PmcilctStartearc•,
Ser-tons fror- _he Code
FL170_2.2 _A9 COI _25aa VMAX piywood.gdf
-- ---1- ye&c
:a s i99S
::.5 125 2003
r 2006
ProjL;ct Appr,- ial Method
Date SLbrnlm2d
.')ate VaIldatea
-)ate Rending FBC Approval
Date Approved
Summary of *roducts
Model, Number or Nan.-,
C17U2?.1 01: 2-4a VMax an plyvvo
�. -
Limits of U6;.t
In
APPlaveo I. use outside %,.:.,: as
Zxt A.:scants N/A
L t
a,:,. �;,. Reza r to evafuatto;-. -a
`; Aluminum VM::x
h_,MFN 01 Use
Approved -.ar use In MVmz.
ApprOVez; for atia qUftidt.
R".&IanU N/A
in
-Woved 'r use *uts.dft Ves
li-.eacz Fz;:_.&ftnt* N/A
ZAroia .tie-Zurim; +N1A1-_-.A_,'
Other: Ref-i- to evalualjor.rep3:_
7 '-) Z I '1 - - - 22 CorMax or.
N, 4roved vor use In HVHZ-.
Approved for use outside rIViiZ: Yes
!_-7,i act Rt,:!,stP_nt. N/A
A. surt- +NjA/-,,� -
kQ,-"C. CO LValUBVIOL, . cu..
1 7 "' ,
C:Qriviax on
'Acimod 1 Optic, D
_2/16j2020
2/1612020
J2/09/2021
2...
-.I-i)VMax5Vpa:-L-
iizh 24" coverage on 15/32"
3/4" (Min) Z,
-,jnnod plank.
..on Instructs,
FL17022
R9 11 26aa
ff
rdepenrje;.
Yes
FL17022
R9 AE 26gA_yMAX
plywood.ff
;as
al"r.-
Wax, SV panel with —I
5 7
woo6 or 3!411 (min) thick
FL17022 R9 11 032 Y4AX 211n j*MggjLW
Yes
FLIZOU
R9 AE A)32-VMAX
7-lin pjym-w—dpd
:.-.6ependa.-.
_rzv-. Yes
Yl• ax SV rz
41" co�,erage on 15,,3211 rnln)
plank. Op:.Ior. for fasteners In
FL170 2 R9 11 26(1§ VMAX
uepar,cG party: Yes
FL17g22 a AE-25 a VMAX pjymqqd_ffdLSpd
:,arty: Yes
:,rmax ccr
.nel with 29.511 coverage on
:-,ywoud
.:n) thick wood plank.
FL17022 P,9 11 26cla CorMax
Plywood HVHZ.pAf
: I');-.vld P, -
1,/ lncleperr�e'.
Yes
M WAIS47 Af
CiY: Yes
lane! with 29.5" coverage on
FL17022 R9 11 26ga CorMax BajjaLjs.W
. . : -*_": ye:S
fl-17022 R9 AE 24gi CorMax Battens..pg
-rzy: Yes
1,Fio, Va k
r 4Zr
_ •_'` nt nt :i Ufund Statement
26drair-c-,
r r-cords, If p,
a..-t Y*Ur e-MMFI 2tc - -
--:eased In rwpansL
--acords request, do not send electronic
r 7=t
CJ:A_.: : e
I '. tne or by tra'!"7
, vau IV
e 4 Qr4, :taft Cr,
a39S."Pursuant toSection 455.275(l),
I
t X,t�"ds Ccdn&Lwa 1
1 ;:.3
, -- T,,,
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.. nVirR-s If they have one. The smalls
-: /Zz'
EXTREMEMETAL
FABRICATORS
SffFf L90GRAJCfERS4�F"MSTgt. R LI,-_WrIVr;SYS7,EMg
MAX
FL17O22.01-R9
26go (min) MAX over 15/32" (min) Plywood
Extreme Metal Fabricators
21,10 SW Porna Dr I Palm City FL 34990
5V Crimp St.,.Product Description
exposed fastener Panel with 24" rnax coveresge and nominal
rib height of 3/$33_
Product Material
269a (min) steel
Corrosion resistant Per FBC 1507.4.3,where required
#9 or *10 1.S°= Fastener
x
fastener With sealing washer
Compliant with FBC 1506-6 where required.
Substrate/Deck
15/32" (min) plywood or
3/4" (min) thick wood plank (rain S.G. Of 0.42)
Evaluated by:
David Eng, PE
Timberlake Cove, LLC
3324 W UniV Ave #206 l Gainesviile FL
FL Pl; 81377 I FL CA 33344
www. T i rrt r,e r L a k e Cove. ca m
,``,�tiEklll[ffff'
No. 81377
�- 0 STATE OF
70
ffflEl3lL�L�,
MAX
FL17022.01-•R9
Underlayment: Comply with Total building code or FBC 1507.1.1 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 applicable code.
Allowable Loads & Installation Requirements:
Method C: #10 x 1.5" fag -tenor in 12"-12" gaftern at 8" 0 101 PSF
Method D: #10 x 1.5" fastener in 12"-12" Pattern gt 6" o.c. 228 P5
A factor of safety of 2 has been applied.
Technical Documentation:
This product has been tested to the UL 5150 standard by Architectural Testing (now Intertek
Testing, TST-1527), report D05893.01-450-18, F3366.01-450-18, and D05893.02-450-18. As referenced in
FL 17022.01-R7
Compliance Statement:
This product as described has demonstrated compliance With Florida Building Code 2020,
1504.3.2 (non-HVHZ) as required by FL Rule 6M20-3, method It).
This product as descri"d has been tested and demonstrated compliance with:
• UL580 - Test for Uplift Resistance of Roof Assemblies
UL 1897 - Uplift test for roof covering systems
Design Process:
The load tables in this report provides one prescriptive option for the fastening requirement
for the applicable wind loads for roofs within the parameters described. For roofs outside of
the listed parameters, design wind loads shall be determined as required by FBC 1609, ASCE 7, or
other design code in force, using allowable stress. These load tables are based on ASCE 7-16.
Use of these tables assumes that the structure is:
Enclosed and conforms to wind-borne debris provisions and is a regular shaped building
a Is not subject to across -wind loading, vortex shedding, or instability; nor does it have a
site location for which channeling or buffeting warrant consideration
Engineering analysis may be completed by other licensed engineers for project specific
approval by local authorities having jurisdiction.
Certification of Independence:
David Eng, PE and Timberlake Cove, LLe 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 financial interest in any other entity involved in the approval process of the product.
Exclusions and Limitations:
Design of deck and roof structure (to include attachment of plywood or wood plank) shall be completed by
others. Fire classification and shear diaphragm design are outside the scope of this evaluation- Accelerated
weathering/salt spray is outside the scope of this evaluation.
This report is limited to compliance with structural wind load requirements of FBC 1504-3.2, as required by
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 compliance with Rule 61G20-3, and makes no express or implied warranty regarding
performance of this product. Installation shall be subject to the locos building code and authority having
jurisdiction; this report shall not be construed to supersede local codes in force.
MAX
FL17022.01-R9
Instructions:
Select the appropriate load table that applies to the
structure in question.
Determine the design wind speed for the project
location,
Use the attachment method indicated for that
windspeed within each roof zone.
NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone concept.
For the load tables below, the worst case was taken
for each zone and reported using the standard zones
1-2-3.
Zone 1 includes zones I and 11
Zone 2 includes zones 2e, 2r, and 2n
Zone 3 includes zones 3e and 3r
Combining these zones creates a clear, simple
scheme, at the expense of some design efficiency.
Contact the manufacrrurer for further information,
or consult a licensed design professional.
r`
METHOD A' f
t--a
2` 1
s ' zE `
1 2
1
E
2
2 1 2
4
2 '3
2 3
♦♦
2
!fE
a 3 -
31
a
—'°
HP ROOF !
GABLE ROOF
A t:'avYiEl6Titill.:Fi �I�I_'1°v'. CR:iY 1[1,1pi53AR1,P, 9t)TNjT
[F�q rlal•.Ei'NERa:h.,'_.w 9A-LCM'.6C,2Et%T m,tivf
t 0.%37EYER�la6�BYCES.'^.;']r nrFF4FaA: CAs:E CCU
`ROOF ZONES FOR GENERIC BUILDING
UIETHOD 8. ;v:t l r UU C: METHOD D:
#9 AT 16" O.C. #10 AT 16" O_C. e_#10 AT 8" O-C_ #10 AT 6" O.C.
12" (NOM) ---- --- --._._ fit" (NOM; -- - NR: NOT RATED. CONSULT DESIGN
PROFESSIONAL AS NEEDED
Use this load table for st uowre;. Ei ; s :es: v ng
CriiT
Are located in Exposure B area
Have either a • daAL tc&, or gable!' :,p ro.:f wit^ fro ' c!ora 12•142
Have a mean Roof 4dght of 30 fsst or less .
"ay
Wind
Wind
1LI 1EL,--
_
Zone 1:
A
^,
F, A
A
A A
A
A F
Zone 2:
A
�`.
�. �. A
A
A
r J
Zone 3.
ft
"
- A
A
E
Use this load t=.:'W!e " Are located in arse
#fave el'itier $:', .`l'r�i le s ltic t 7',
n=SIcJpe of '2:1:- �blo :^ 41th . nr,�q l erg. -sacs t
i2do 12.1.'
Have a rnesn',r,
17.1
li4firBd!'+tlr '1^. ]„A 150 1'Sfl 1'0 180 190 200
Zane 1: A A A A : + �.- A . ,r
Zone 2: P" i A A A A P t
Zone 3: — 4 A A a ro r•.
v-. 4F1!s [cat °07'=: iar str1jctL &- . 010 meat the roltotving cf iteria:
Ar: 9ted it , .:, or D exp;s .,- •e area
AT s ,1�.. roor, or gablra>'vyip roof with max slope of 12:12
Have a mean PW Haight of 30 feet or less
Gri 1a�", i.la�eNf9
�'.`.:. 105 110 120 '130 140 150 160 1 U 180 190 200
Zone 1: A A A A A C D D D
Zone 2: A A A r; D 1~ ^ !: D D
Zone 3: A A 2 D D D D
:s�" Far stnsotu. - r• EFat the fnllotJi ig criteria:
D ex -
FL a'` less tha n 7' :,3fa oaf with
T'Jr c slope of ' 2:12, or gable r :vi:h slope between 4.4:12 & 12:12
Have a mea-. ^cnf Height Of 30 f3;at or less
W!"d 5 114; 120 '" ' '" 150 160 170 180 190 200
Zane .:. A... A -A. P C D 1)
16ne ^ A � r, Cr d
D D O D D