HomeMy WebLinkAboutPRODUCT APPROVAL METAL ROOFING.Floridtt..Builitinig Code. 0111ih, �j " Page 1 of 4
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St Lucie CdU*
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. `BCIS.hOnia' tars to c U3rr RepiS a ,n N .g.tonl4�r f; ,4ut .EtSgNc x,a i $btm P.. acts 'PuiNtrrahnt i'� SS.ert i pClS 5 to wap - unkr tture. i
plrr FEB 27 2018
Product Approval
ST Lucie County, Permltting ST. LUC►E COUNTY IVISION
• `"'� r "' . - , r Y ir' tr A - nwtYbROatail
C sit Eia rAi<3u.;ia�;� REVIEWED FOR CO,
AEVIEWE Y
FL ?I` FL17022-R7 j1$
DATE tg
A� Appiicatitin"'t}pa Revision PLANS AND PERMIT MUST BE KEPT ON JOB
Code Version 20 7 Approved OR NO INSPICTION WILL BE MADE.
Appircatran:'5tatu's
Comments 08/is/2017v, date reapply. o0/21/17
Artlilved .
Product Manufacturer• Extreme Metal Fabricators, LtUESE PLANS, AND ALL PROPOSED WORK
Address/Phone/Email 21'fi0 SNf Poma Drive ARE SUBJECT TO ANY CORRECTIONS
�772 city, FL 34990 REQUIRED BY FIELD INSPECTORS THAT
77z) a7a-t3034
flvaJlda"ontn�yahaa.tom MAY BE NECESSARY IN.ORDER TO
Authorized Slgnature Richard MclCuhen AMPLY WITH 4 APPW4A§W
ilva0dtitipn.�Yahao.com ,
Technical'Repressentative Richard Mc'Kuhen
Add,essJPlwl b E mail 2160 StiY Poma Drive )�jCEAL6D FASTENERS OR ATTACHMENTS
Palm City, FL 34990
t."xi 6emf b. ARE THE RESPONSIBILITY OF THE
• richardnlremfab.neC
Quality Assurance ttepresentative , . CONTRACTOR OF RECORD
Address/Phone/Email
Category Roofing
Sbbcategory. Metal Roofing
Compliance Method :Evaluation, Report fvom a .Florida Registered.Archltect'or a Licensed
Florida Professional Engineer
E_! Evaluation Report - Wardcopy g9ceived
Florfda,Engineer or,Architect Narne who developed. LOCKE SOVIDEN'
the EVaiu'Alon'Repojt
Florida License PE-49764
Quahty:4ssurayi6d.Entity„ Keystone Certifications, Inc.
Quality Assueainc4-Contract Expiration Data 0 3/22J2024
Validated, 8V. Zachary, R. Priest, P.E.
Validation Checklist- Hardcopy Received
Certificate of Independence
Wetenced.Staitdard and `fear (of StEffidard
Equlvalence bf;ProductStandarrls
Certified iiy:
Section's from the^Cod's
LI1L _L.L 4� is' 0
'k V CPI[' '' `5sr.ndf
titmdaCg
x.RA[
TAS 125
2063
U L"1897
2012
UL 560
.2006
M••1!
4�,I)V'Z
l ttp.,I,hN.wW..flot(labuilding.org'pry/pr-app�dtl.aspl'?paratn--w�TF�+XQxvtl)gv.2a1.3QPIIPQQe... 118/20.18
6, e1, Number or,Name
Descr.rptidn
�44
17022i ° i1 ".5V Crimp°'xK•R+5) .
26 Gauge,steal 3J6 rib;helght 24" wide lapped roof,panel
attached t415J32 plywood or LNaod Deck tultli
i Imechanically
fasteners
..
Limits of Use !.Installation
Approved for use, n HVHZ: Na
instructions
OZ2_ Rr � i ti V C.RI�iP s.,r xt
tpprnvecd for use, outside Wke.; Yes
('Created
Verifier{ By: Locke OnrrUen P E, 49704
by IndependenCThird Party'• Yes
Impact; Resistant: No
besign Pressurgs.+N7N-'r�ble.A 1
Evaluation Reports
"s"sr.o
-Other:
mRefer to evaivatior repoit'orconditions:.Install the,
assebly, in compilante with the Instan llatiomethod listed in
j L1?t7 R+ 'kE PL L7Q22 ° 5 V CPP1P d#,
Created by Independsrit:Third Party Yes, -
this report and appi cable' code seLbons of TgCs Refer'to
,
rnanufackiirgr*.installatlon,instrucdons. g
17022 Z`: 2 "$V Crimp".CR6}
0.032 Aluminu'm, 3JB° .Rib hi3lght,-21 wide fapped,[oot
petrel,; mechanJcaity attached t0 15/32 piyvrood oY Woad
Dedk<ivith exposed fastenere
.
Limits of.;Use „_
APpraved
I»s. . . . . . . . . .
tallation 1n4tructi0tis
Vertfled >3y LorJce i3owden, P ti L9704
Created by Independent Third Party Yes
for ApprpVefor,
ii ,use Zutsi&1HVHZ. Yoe,
Impact Reslstaryt: No
Design pressure .°tNjA/ table A
Evriluatiart Reports
iS 20222 5V`C M rim
Other:,Rafertoevaluat9op.reportforcondltions;ins tall the
tL-Ini1 R7 rt A
assembly to camplfance;with the Installation^method tisted.`in
this report and-$ppiloai3im cede sectlbnS;oF,FHC. Refer.to
Created by,Independerititilyd.. Party "Yes:
manufactver's install
._......
17022
3 - 1 S h10ch^anitel.Seam (RS}
i 5"+ib height, 16 wide; 24 gauge steel standing cam
roof penei'mechanically attached tp 15/32 `}ilywocxl;or'wood
•
detk' avith ,clips:6nd fasteners `
Limits of Use
40-Pr6ved fnfr use in HVNZ"No
Installation tnstructions
Efji..022 1t7 IS �L IL92� 3 i�S Ct��AWZ
APproVedformseo,utside.HVHZ:Yes
beam h4s7a ssrud#"
Veflfled By Locke Bowden, P E 4970+i
Impact Resistant Nil
Design Pressure: tN/p/•Tab1eA;
Created by IndependenCThlyd Party Pas
Other,` Refer. evaluation report for;condltiors and
Iimitatia3i��0f usro theassemyly In camptiante,tiyith
( Evaluation Reports
j i`L'762� Ri ri�F,_,1"4 X?a�z 3-?•?-f, f•IEt,NANIi;At:
,Snsta�l
fire Installatian`metltadlisted; in this,report and ipOcabie'
coda ser tions.of FBC,;Refer"to_manufacturer's Insptaliatlon
arnm,�4ga i {
Created !iy Independent ThirdParty. Yes: '
(nsiructlons:
_
1 5 rib height,,16 wido,:0 632 aluminuf»i-standing, seam
roof panel mechanically;attathed,to 15J32° piytro ., or`tyaod
17022 aY 4 = "1 5 Mechanical Seam ;.RSj;
Deck with clips and fasteners v ._.__ .. __
: Wmits of Use mm ._
No =
In�taliahan Igstructio.ns
F.I:1i07� R7 II �,-�aNANCIAI �EAr1:.
Approved for.tise in HVNZ n �
PProV.ed for use outsrdrs:HVHZ: Yes
Resistant No
AG!?lfl}Itldf
Verified By Locke Bowden, P E 49704
Impact
Design pressurej: +NJAJ cable A
Othet+ Refer, to evaluatlon,iepart forcanditiohs,and
Created by Independent Th(rd Party
Evaliiatian Rejwrts
Ilrrltatlons of use; install ttie;assenibl,y.to tompllance with
tti701. R7r p.,P& Oir4'iLC a-irML?L+
A�Tiljlliir}Myrpelf
Crested by IndependentThltd fo" Ye -
the Installatlori.rnethodIlsted'InthIs,eaportand:appllcable;
Installation.
code sections of FBC Refer to maiiUisctunarp
in3ttllCt�0715 "` -.
; •, '
170Z2 5,
S - °1 1n #lei(5trip
1 rib height; 6 wide; 26 gau&e itvel, `standing seam taof'
,(,R5)
i panel mechanically ttached tri 1:SJ3? Pl ytbOd or wood
deckwith
' Limits,of UY<e' .'
installation Instructidnt; ,
I1170 ' R7 I pL 22 5 X Q FiAIL�ajsst.pfij;,
Approved for use in HVH2 No
Approved for use. 0titsidc H1i}iZ: as
--
Verified By: ,locice Boyden, PIE., 49704
Impact Resistant tIn
Created by Iridependant7i°frd Party Yes
Evaluation 12epor,4
Design Pressure �N/aJ:TabieA .. ';
Ofhep to etialuation;reportfortanditi6w and
EL1�0 2„ - � HAS,„3i0c? S9 I AI�`�?l sC i z f
,Refer
Ilmitations of nse; .In tall rile assertfbly ri comppancs;with
Created by 16 ependebt Third parry Yes,
l ttp ;'IWMv. flo6dabuAdihg.. or_lprlp' r_aPptt:asp�:?p,train=wGLVX(-1�'tDc1t2fiBQ. pl-IPQQe... 1/8/2018
Palm City, FL 34990
Compliant with Florida .Building Code 2017 (61' ed.)
Compliant with Florida Product Approval°Rule #i} 61G20-3
Compliant: Keystone ;Certiticatioris
Product: 5 V Cramp 2bGA Stee#,,Rggf Panel,FBC Sec.1501.4.2: .
Yield strength: 50 ksi min., Attached to min. i5/32" plywood or Wood
Deck W/ min: 0.42 specif is gravityvith screws., 24'' Coverage
Rib,Height 3/8,, .
Corrosion Resistant Compliant FBC Sec.1507.4.3 ..
Fastener 1(Method .I Attachment):,#0,x.,1 A/2" Hex-Washer...-Head'wood screiv'� to.penetrate
3/16" ruin. thru deck or.5/8" embedment into wood plank. (*or sufficient length :to meet
requirements)'
Fastener 2 (method 2,3, & 4 Attachment):410 x 1-1/2"' He)( -Washer Head wood screw* to
penetrate-3/16" ,ruin. thru deck ui 5*' embedment into wood plank. (*.or sufficient length
to meet requirements)
Underlalyme'nt: To: be compliant with. FBC Sec. Chart 1507.14
Slope: Shali be In compliance_ with FBC Sec.1507. ,
r F'-See.fastener attachment specifications -above
Install Details: labN A Allovvable°tads .,
Y; METHOD 1 :...METHt
b,
METHOD X , ;
:.:METHOD 4,
DESIGN PRESSURE'
-4fi PSF
-
3 5 PSF
-161 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" ox.
12"b. c-
12",ox.
FASTENER SIZE
#9
#10. , .
L. .#10' . ..
#10
_
Reference Data! -ARCHITECTURAL TESTING.jANC. TST ID#:152i �
UL 580-06 &.1997-04'1Test Report -US893AI-450-18 05/92/14
,
Test Report F3166.01-450-18 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 1897-1& p *Design pressure margin of safety 2:1
Locke Bowden, P.E: does not have, notwill acquire a financial int�tr} a�� c±�#►h tm.0f(pfacturing or distributing products
414 Y �,., {w,;, .. :.• %• Jam. ..
under this evaluation.
Locke Bowden,'P 9 is not owned, operated, or. controlled by a0v coApaftitr bilabatures,.or distributing products under this
report. � •
21 FL17022.1 ,* Crimp( . 26GA Steel), 24" 'Wide 'Re— . 5'ane'l -'Details
Limitations:
1. Underlayrnent to be compliance with current Florida Building Code (FBC)'2017 611, ed.
2. Minimum slope to be compliant with ,Florida Building Code 2017 61h ed., and per with Manufacturer's installation reference.
3. Products are compliant for State offlorids product approval per Rule 61 G20-3. Compliance Method: 1 -D
oI registered
4. Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other regis engineers.
5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report
6. Support framing "in compilan . ce w/FBC,2017 611, 6d., Chaoter-22 for Steel, Chapter 213 for Wood and Chapter 16 for
Structural Loading.
7. This reportidoes not imply warranty., installation, recommended product use outside of this report.
Fasteners -
Wi'll-112"Min. or
tHl)xi-117Min, perTabla'A"for Row 54CHrnp Roof Panel
Spacing and DeS1911 Pressures
Hex Washer Head Wood Scram
Dock:
1513Tor greater PiyvxW, or
Wood plank
24-
low
NS"
Panel Profile
Nominal 12" I Nominal 12"
6,c, O.C.
Fasten
P71 71 /2" Min. or #10 x 1-1 /2" Min.. per
-Table "A" Hex WasherHead Screw
Spaced 12" o.c. across the Panel Wdth
Panel Refer to Table 'W'for Spacing Along Panel
Overlap Length
Deck- 15/32" or greater
Plywood, or
.-V.\bod plank