HomeMy WebLinkAbout2020 5V Crimp product approval'0- -•1.
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Florida Building CWe Gnlirle
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Product Approval Z-is USER: Pjblir USrr
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Application Type mvislon
COce Vetsloin 2820
Application Status Approved
finent~
Archived
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Product 14a nufactu rer Extreme Metal Fabricators, L LC
AddressfPhonofErnai€ 2160 SW Roma Drive
Palm City, FL 34990
(772) $72-$(134
flval illation Oyahob_corn
Authorized Sionature Diehard McKuhen
flvalidation@ yrahoox*m
Technical Re prewtdkiwe Richard Mr-Kuhen
Address/ Phone{Errltil 2160 5W Parna Driwo
Palm City, FL 3499-0
( 772) 8 � 2 -80 3.4
Achard@ernfa h)_net
Qtjality Assurance- Repraserltative
Addre sWPhone/ E mai I
Category Roofing
S u beat-ggveyr Metal Roofing
connvilwwa Method EValklaxiot1 Ri2pOrt from a Florida Rq2glstere4 Architect or a L.I-uen5ed Plarida
ProN iQnal E n q inE��r
EvaLuation Report - H a rd uul�Y R-ec lv-gd
Florida En inter Or Arr-hitttt NaM12 w-ho dawlopad the DavId Er g
Evaluatlan Report
Florida LICense PE-81377
Qu.Alit} AssLwa,tire Entaty Kevston2 Certifirations, Inc.
Quality Assurance Contract Expiration Date 04127}2074
validated BY 16MtS R WbI lYr PL
Certifi catie of I n d epen d ante
ReFer enced Standard and Year (OE Standard)
EquiNvalence of Product Standards
Ctr rtlfled By
Settaons From the Code
Valid ation Checklist - Fla rcir-opV RaCE ived
MAOdard
TAS 100
TAS 125
UL 550
YSsr
1�155
20a3
2006
hdp=fifrww.floridabu ildang.orglpr1pr_zpp_d 1l .aspx ?p8ram-rrG EV)(Qw1lDgw2:a BQpH pQQe6 rMZMk4J EDR%2 bd°i62bUNXXG%2t)n1RhGTtolBWlVl I aQ%3d • -- V3
1Q812021l
Florida Building Code Online
Prudur-t Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revl -d
svim ary_of Products _
IFL W model, H urn bar or No me
01: 26ga VMax ort Plywood
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
0e91gn Rres!�ure: +N N-228
Other: f#rFtrta naluation report.
method L Option D
10/1 2020
10125,E 2 020
12115/ZD20
t2{16f2020
De&crlptl on
269a (Fnici) Ymax 5V panelwith 24" cowcrage on 15/32" (min)
plywood or 3/4' (ArM) th lc'k wood p1-vi1 k.
installation I nntructions
FL17022 RIB Tr 26ga VMAX Llynjacd df
Vertfte+d By- David Engr PE 81377
Created by Independent Third Party. Yes
Ova ruati an Repgrits
FL17(122 R$ AE 26Qa VMAX..!pjyW_qRqjadf
treat-ed by Independent `fhlyd Party. Ye5
02: 032 ,flu ml n u m Wax on Plywood No m i naliV 0.032' aiu rni norn (a r thie-k,OT) VMMIX SV panel with
LCmlts of use
Approved for use in Mi Z.- Ni)
Approved for use oui:side HVHZ: YO9
Impact Resistant. WA
Desl9 n Pre$su re: + N/A/ • 168.5
Other: FteFer to evaluD[iorn rap-ort_
17022. a
03: 26ga VMax on Plywood
Limits of Use
Approved for use in H V HM N-D
Approved for use outside H V HZ r Y12s
impact ReSI !Ptartt. H/A
Design Pressure: -i-W J-114,25
Other; Rorer lfa evalivaGioin rep-Drt.
17022_4- 04; 26ga CQrMax on Plywapd
LI mits of Use
Apprioved for use in HVHZ: Yft
Appraved for use outside KVMZ: Yes
Impact Resistant; NIA
Design Pressure: +KIN-161
Either: Refer to -evaluation reMt,
1707 2.5
05: 26ga UrMOX On UMM5
21' cDvera-g-e on 15/32' (min) plywood or 314" (Min) Mirk
wood p lank,
Inst.al lotion I nstruct1 o ns
FL17022 RB II 1)33 VMAX 21in pLV pd
Verified By: David Eno, PE 81377
Created by Independent Ttllyd Party: Yes
EvaltilaUarl Reports
FL17B22 R$ AE (132 VM ..Z1I.Rlyljf
Created by Ind-ependent Third Party: YeS
269-a (m In } Wax SV panel with 24" coverhge -0 n 15MH (rnl n)
plywood pr �114' (min) thick vyuud plank. Optlorl for fasteners In
the flpll� afid in the ribs.
Iliistal ialloro I119t1'tl O fl
F-L17022 RB II 2kga VM flats.Pdf
Verffle+d BY: Dafvld Eng, PE �L1377
Created try Independent Third Party: Yes
Evaluatlan Reports
L17022 P� AC 25Q8 VMAX. pjvwflpd fats,
j created by Independent Third Party; Yes
26ga Cm in ] CorMax corrugated panel WIth 29- 5" W VVMge Grr
15132' (min) plywood or 3J4" (min) thick wood plank.
Install eklon In�itructio ns
FL17022 R8 IT 2rga CflrMax Plywood HVHZ.odf
Verified E3y: David Fng, PIE 81377 - -
Created by Tndepen runt Third Party: YeS
Evaluation Re pariEs
FL170 22 Rb AE . Z!5q.rM a M Piywand HVHZ.ndf
Created by InOependent. Tb ird Pa rLy: Yes
26ga (miry) Corf+lax corrugated oanei witm zq.5" omrage on
7A (mini batter ns_
Lim its of USe InstallatEo n Instructions
Approved for use IF) MVHZ: No FL170Z2 R1 11 2faga CarMax BaLL-a ls.pdf
APProved for use outside HVHZ: Yes Verified By: David Engr PE 01377
Impact Resistant: N7A Cr-patad by Indapend-Ent Third Party; Yes
Design Pressure: +N/ -181 lEvaluetlon Reports
Other, Refer W evaluation report. FL17022 RR AtE 26ga CorMax 'Battens,adf
Created i}V independent Third Party; Yes
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L'r•der Mrida Ibw, etn&M oddress+es are puL•lic ret8rdi. IF you " r6k w8rit +y*ur e-mail adif-e55 relea+6id ii% re5ftofte W a j5u1bliC fiKWdS ril uesir, ffo 7dk seM 2I oni€
mall ro this ardty. Instgad, cunrart tho of.9ce byr phone or t1M traditional mail. 0 you havz any questions, plewA rTwact 830.487.1395. -Pursuant toSecion a55.275t1],
hl S= w.fl rid d�Iilding.org?pripr_app•_dtl.2-Spx?p2FRM EVXCMlagv2aBQpHpGQ@&VlZtVkUEoR%2bd%2buNx G%2bniRh Ttt]BWM1iiLQ%36--- M
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Roddy Sullding Code Onllne
Flariue Stututcs, effertive Ckxober 1, 20 12, Iicewees tiaensed Uldex CMaPW 455r F,S- must pravlpg the Gepai moat with an d3maa wWnm If ldi$p hawe o+ia- The ernails
prrwicEed may be ,-!.sd fOr 6141dal cUiYmunicadon Wth Site Likenwe. Howew ernall allrtiesws are putAiG rf wd. If you do non wish w supp!ly a personal address, please
prOvlde Me Departi- errt *Vi an email address YMkP can bp rrwle awadab+4 WVhK, putdic. Zr, dPt—Ine It ypu ana a Q>ti mm 4r or 1�haptpr 455, F.$., pl"c;p r.IIGk hPr
Rr" diji t Approv.&l Accep g
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EXTR E M E M ETAL
FABRICATORS
SK.rL LED CRAFTERS OfME JAL ROFLIAAG5Y dt.
6 a in X over 1 " (ramie) plywood
Extreme Metal Fabricators
-2120 SW Poma Dr I Palm City FL 34990
Product Descri ptior)
5V Crimp style exposed fastener panel with 24" max covoroge or7d nominal
rib height of 3/8".
Product Materlal
26ga (min) steel
Corrosion resistant per FBC 1507.4.3 where required
Fastem r
#9 or 410 x 1.5" fastener with sea ling wosher
Com plies nt wit h FBc 15o8.6 w#)ere req u i red.
SLR bstrate/Oec k
15/ 2" (min) plywood or
3/4" (min) thick wood plonk (min S.G. of 0.42)
Evaluated by:
David E n g, PE
Timberlake Cove} LLC
3324 W U n Iv Ave #206 1 C�c i eye -sari I le F L
FL PE 81377 I FL CA 33344
w ww,Tim b42�rLcj keCove_com
,III r��-rflr
Max
F 17 . 01 - FR
Uncle r I ay ment+ Cgmply with icicaI bu-41ding code or FBC 1507.1.1 where required.
Slope: Comply with local tui Iciltrrg code or FBC 1507..4.2 where required.
Re -Roofing: This ponel may be installed over a single lager, of existing shingles <s!3 permitto-d
by Ioco I k:3vi Id i ng code or FBC 1511, provided the existing roof meets the conditions required by
the c3p plica bl-e code.
Ma imum Allowable Loads & Installation Requir-em nts:
Method_ A: # 9 x 1,5" fastener in 12"-12" pn tat 16" o_c., 56 P S F
Mlathod S:_.1*112 x 1.511 fastener in 12�-' pgittern cit 16" o.c.= q3.5 PSF
lath od C. t#1Q 3e 1.5" fasts r).. -E i n 12"-12" patter n at 8" o=c-, 1P �F
M t * D' #t10 x 1.5" fasteneri�r .121-1211 pattern at 6" o.c.. 228 PS
A f<ictpr of Ad fetV of 2 has been applied.
Technical Documentation:
This product hos been tested to the UL 560 standard by Architeaturol Testing <now Intertek
Testing, TAT-1527), report D05895.01-450-18, 1`3366r01-45-0-15, and 0058 As referenceci in
FL 17GZ2.014?7
Compliance Statement:
Th as product os de!sr-ri ftFed has demonstrated conrlpl io nce with Florida Bui lid i n g Code 2020,
1504.3.2 (nor -HVHZ) (3a required by FL Rule 41G20-3, methad 1D.
This produ-r-t os described has been tested and dernor)Strote<� -c-ornpliance with,
• UL-S$O - Test for Up Eft Reaisto nce of Roof Assemblies
• UL 1097 - Uplift teat for roof C-Qv-01611ig sYstOms
Design Process:
The load tales in this report provideb ore prescriptive option for the fastening requirement
#or the appl ica ble wind loads for roofs wit h i n the pa rameters deseri Iced. For roofs outside of
the listed parameters, design wind muds !3 ha ll be d4�ltermi ned as required bV FBC 1609' ASCE 7� or
other design code in force, using a I iowcible stress. These loan to bies are based on ASC E 7-16,
Us-e of these tables ass ernes that the structure is-
* Enclosed and conforms to wind-borne debris provisions and is a regular shaped building
Is not subject to across -wind loading, vortex shedding, or instability- nor does it have a
site looutl-on for which channeling or buffeting worrrant r-onsiderction
Eng ineG ri ng a nolysiz away he completed by of her Iioe nsod gng i n bars for project qpp-cifi c
o pp rovc:il by local ca utho-ritaes having Jurisdiction.
Certification of independence:
David Eng, PE and Timberlake CoVe, LLC do not have, nor will cicquire a finanaiol Pntorest i n -Ony cewnp-Onv
rrh-anufocturing qr i [stfibuting products under this evaluallon. The same entities d4 not have, nor will
acquire' c filhdr$CiOl interest in any other entity invoty-A6 in the approval process of the product.
P al ugiong and Limitations:
Des i9n of dank vr-sd r#Of :5trvCtwre (to include -ottachment of plywood or wood pICink) shaH be CcMPleIed by
others. Fire classific-ation and shear dioph regrew design are outside th a scope of thin iLivnivat60n. Accelerated
weathering{ -salt spYay is outside the scope -of this eve luction.
7h i5 repc)rt iS limited to compliance with structural wind IoQd requi rement!s of FEC 150 4.3-2, as re%quired by
Puce 61G20.3. Neither Timberlake Cove nor the manufact-urer shall be responsible for any conclusions,
interpretation, or designs made by othern Based on this evaluation report. 'This reparrt i5 limited Solely to
ClgG4+rnenting gomipli once with Rule 6102-0-3' and rri#kos no express or Implied warranty regarding
performance of this product. Instep1lation !shc ll d-e !ueAlpj-eq* tc> the local building co -de and authority hvvi ng
j„eirdiz7.tign; th ix rFpF-3ort zh�311 not fro construed to supersede Ioccal codes i n force.
FL.170-
I rlstructio ns:
Select the a pp rapFriate load to ble thet nppl i-L%:q to thL-
structure in qu4astion.
Dotermilne the design wind &p-eed for the project
Iocatior1,
L)ae the attachrrrent method indicated for that
wi ndspeed with fn each roof zon a-_
NOTE.' AECE 7-16 and FBC 2020 adopt a 7-zone Concept.
For the load tables below, the worst case was taken
for each zone and sported using the stcarlclord Zones
1-2-s:
Zone I includes Zones i and 1r
ZQn e 2 i ncl udez. zones 2e, 2r, and 2n
Zone 3 Includes zones 3e and 3r
Coml:Dining these zones crectas a clear} sirnple
scheme, at the expense -of some design of-fiaiency.
Contact the rnanufacturer for further information,
or, consult a licensed design professional.
METHOD A: NIETH01) B:
#9 AT 16" O.C. #10 AT 16" 0. 6.
2
Z 1 1 2
2 J
2 _2 3
— 2 3 a
y 1 2
$ HIP RDW SkKE 14C01F a
I-_ V
1' X'a 8F LgFdTNM� D&WNSC... DR t VAU0 DAMtS SUAL rt i-R NW
4V4 TKW 9M-1;R4RLWU" MORMWAL baUCMM OR 3F1 JDdQl
0 ak K r � q� g b w GE 4hW OR EFT►{E Kii r0.ft r MM
ROOF ZONES FOR GENERIC BUILDING
METHOD C- METHOD D;
#1 0 AT 8" O.C_ #1 GAT 6" O.C.
1 2" ( NOM) --12" ( NO)
Jsc this loud tfrble for structures which rneet the follaMing cdLeria:
kre located in E x posure B a rea
-lave either a flat roof, or gablelhlip roof with max sIop's of 12A 2
-lave -a mean Roof Height of 30 feet or Is ss
Ci 4 7 r'?'S rk-1 . C.'.z.. Cif l'' r;.•.r,•. %*% +f � r�'7" ir►I� �r it t.tr1
Wind
105
110
120
130
140
160
160
170
180
190
200
Zone l:
A
A
A
A
A
A
A
A
A
A
A
Zone 2:
A
A
A
A
A
A
A
A
C
D
D
Zone 3:
A
A
A
A
A
A
$
G
D
D
D
Ube this load table for structures which meet the following v4ria:
Ore located in Exposure 13 area
Have either a flat roof less than 7", h i p roof with
rngax slope of 12:12, or gable roof with slope between 4.412 & 12:12
Havea m €,a n Rnof Height of 30 feet or less
PI 17A'32 r6l- ?Ann KV ( rirnn ran 7 q117" nFtirWnJ-1r4
Wind
US
110
120
130
140
150
160
170
180
190
200
Zone 1;
A
A
A
A
A
A
A
A
A
A
A
Zone 2:
A
A
A
A
A
A
A
A
A
B
C
Zone &
A
A
A
A
A
A
A
B
D
D
D.`
NR: NOT RATED. CONSULT OE I N
PROFESSIONAL A,9 NEEDED
Use this load tnhle for structures which ineet the folfcwing criteria:
Are located in B. E, or D iaxposura area
Have either a flat roof, or gablelhlp roof with rrkax slop& of 12;12
Have a mean Hoot Height of 30 feet or less
Wind
105
110
120
130
140
160
160
170
180
190 200
Zone 1:
A
A
A
A
A
A
A
C
D
D D
Zone 2:
A
A
A
A
C
D
0
D
D
0 D
l Zone 3:
A
A
A
C
0
Q
0
Q
Q
0
Use this load table for structures which meet the following criteria:
Are located in B, C, or D o xp os-ure area
Have either a fiat ro of Less t h a n 7", hi p roof with
max s lope of 12:12, or g able roof vAth sic pe be twe en 4.412 & 12:12
Lave a m each Roof Height of 30 fe et or I e ss
T no