HomeMy WebLinkAboutPRODUCT APPROVAL METAL ROOFINGProduct Approval
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FLA,
Appllcatiory Type
Code -Version
,Application Status
Comments
Archived.
.Product Manufacturer
Address/Phone%Email
Authorized, Signature
Technical Re
Address Pho
Quality Assu.
Address/Pho
Cate9ory'
Subcategory,
Representative
Method
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FL17443-RI,
Revision.
2017
.Approved'
1A TAYLOR. ROOFING
302 Melton Drive:
ffT PIERCE, FL 34982
(772) 466-4.040'
kylewhite..224.0a oL fom
Kyle Tayloe
kylewhite228@aol.com
Roofing
Metal' Roofing;
Evaluation Report,from:a Florida Registered; Architect of Licensed Florida
Professional Engineer
�. .Evaluation; Report Hardeopy,Received
Florida/Enginger or.Architect.Name who developed the Ldcke Bowden'
Evalu tion Report
Florl 'b License
Qua `ty.Assurance Entity
PE- 49704
Qu li ty Assurances Contract Expiration Date
tructi
PRI Cons Materfajs Technologies, LLC
Va idated By,
Q3/23/2 023
Zachary
R. Priest, R.E".
validation Check list— Hardcopy Received
Certificate of. Independence•
RR S�1-� I FL � 744 A T y
for 2017
Referenced Standard and Year (of Standard)
God sFal R o0ft �t h n
i et
TAs 125'
UL 1897 2UO3
UG580 2012:
Equivalence of product Standards
certified By
2006
Sections:frorn the:Code
FILE COPY
a
Product -Approval Method / Method 1, Option 0
Date Submitted,
01/24/2018;
Date Validated
02/14/20M
Date Pending FBC_Approvai
02/17/2018
Date Approved
04/10/2018
Summary of Products
FL #
Model; Number r Name
Description
17443A
5 V Crimp
26GA 1/2" rib hOght,over 15/32" APA plywood
Limits of Use
installation Instructions
Approved for.use in HVHZ: No
FLi7443 R3' II FL 17443 ] A Taylor 2017-Code Eval Report.
Approved for use, outside HVH7, Ye
with Details RSSS.pj_f'
Impact Resistant N/A
Verified By: Locke Bowden P.E. 49704.
Design Pressure +N/A/ 129.25
Created by Independent Third. Party Yes
Other:-129.25 @ 6 o c. 69 2S @i" o.c. argin of safety
2:1 with::24" max.. coverage Install. p r, Mmanufacturers-detail
Not for useinNVHZ.
Evaluation Reports
; FL17443 R1 .AE FL 17443 1 A Taylor 2017 Code Eval- RepD
with Details RSSS-nd
Created *by Independent Third Party: Yes.
17443:2
VICTORIAN CRIMP SHINGLE
26GA 1/2" RIB- PANELS LOCK INTO,PREVIOUS PANELS; OVER
`
•CDX/APA 15/32" PLYWOOD
Limits of Use
Installation, Instructions
Approved for use in HVHZ: o
Approved for use outside:'HVHZ: Yes.
FL17443 R3 Ii• FL 17443.1 A Taylor 20L7 Code Eval Report
with Details RSSS,pdf -
Impact Resistants N/A. /
Verified By: Locke Bowden;, P.E. 49704
Design Pressure +N%A/-10.5
Other:-105PSF margin of safety 2:1. Install per,
Created by Independent Third Party: Yes
Evaluation Reports
-manufacturer's details and In compliance with FBC 2017 6th
`ed. Not for use in'NVNZ.
FL17443. R1 AE FL IL7443 I A Taylor 2017 CbdeEval Rep
with Details RSSS.o_f
Created'by Independent• Third Party: Yes
�6ack' Neirt
.Contact bs ::..2601 Glair Stone Road, Tallahassee'FL 32399 phone: 850.487-1824
The.State of Florid, , an.AA/EEO employer. CopUjghf 2007-2013-State of Florida.:: Privacy Statement.::. Accessibility Statement :: Refund Statement
under Florida law, email aa(ddresses are public,records. If you do not wantyour e-mailaddre.ss released In,tesponse to a public -records request, do not send electronic
mallto this entity. Idsiead, contact:the.offlce by phone or by traditional mail: If yowhaveany questions, please contact-850.487.1395. *Pursuant to Section
455.275(1),'Florida Statutes, effective.October 1, 2012, Iicensees;llcensed under Chapter 455, F.S. must pmvidethe Department with an email address if they have
oni .,The emalls provid maybe used for official communication with the. licensee. However emall addresses are public.recgrd. If you do, not wish to supply a personal
address, please
;provld the Department with an ,email addeess,which can; be toade-avallable to the public. To determine.if'you area licensee under Chapter 455, KS.,
'please dick hr .
P.roductApprovai Accepts:
=®.RE -
Credit Card
Safe
Compliarit-With Florida BUildifigtode 2017 (VII edj:
Compliant with: Florida Prodiuitt.ApprdVal. We # 61620-3
Compliant Quality Assurance Prdgr;3rh-.'PRI CONSTRUCTION
FBCSections:150432.1507
5V Crimp thru fastened W rillyat each.panet4dge and .fastener i
A702. d4o';Wt, .016, 5.0kst thinovetml[64 15/32"thick CDX ply
sealing washers, metal to -wood -toring.660t.with fastener length
of the rib In,the: center of panel and: along the.lap.First faitener-b
nAlls,spaeod.r O.C:reroofing, with 'lessthan 19/321 plywood (mi
existing. attachment: Deck: slope 2.12or.greater and shall.be com
ed, -Seci 1507 Ubfe:IS01A.1 *Design
302 Milton Drive
Fort Pierce, FL 34962
(Inj 46641040
TECHNOLOGY
the centetof, the panel, 24".net povera'gej0, 26GA AS71—M
.
ood deck. Corrosion Resistant fastener,#9-19 HWH with
-
6,0efidta
te S/W" thrU, substrate.. fasten along the. crown
bewiihIrf.V of panel edger. Min, 8'Qxr" annular Ong shank,
.15/32II),.,tWWattachm6nt 19 to be used i6addition to
iant,withISC2017 67" ed. Underlayment;,See FBt 1017 67K
.Pressure:,
44.14pso_ 16"'-O;C,
-229.25 PSF 777—
Corrosion Resistant Fastener #Wx 1"Ifric plated, MTW pan't;
with:120-exposurg; adjacent shffigles.inserted-Into lock seam i
compliant.with ret2017 6P'led. Ohdorlaiv-M-0.4-Sed. FB'C 2017
Reference
TEST REPORTS
N(irricane1est LaboratorMTST-1327) #0224-08
PkUCoiistiuctidn;Materials:Tec'hnologibs (TSr.;5878): .#FA�9-023
1. UL 580-94teststandards are -equivalent to Ut 5.90�,66vtos
Z Ut 1897-04. test standards are equivalent to UL -is.47-12:-tesustanddn
at 2 perpanelinto lock seam. Panels applied
'Deck slope 2,1-2'or greatevandAall: be
See., 1507T.able:1507.1.1
Limitaticihs:
1. Undorla,yrnentto be. compliance with currentAofida Building- Code
I Minimum slope to'be compliant with Florlda;Building Code 2017 61h.
3. Prod ucO are compliant with.State of Florida product approval per Ri
4, En&lneering.ana!ysis, for ".project specific approval by local
engineers..
S. Are classification is not' part .of -this acceptance;. Shear diaphragm, vali
6. Support framing In compliance w/FIBU
.0176 edz,'Chapter 22 Steel, i
This rdpo(.t'4oes'not imply warranty, installation- recommended prod
Certific4te of Independencez
Locke Bowdeni PX. does'not'have, not Will acquire afinancial Interest in any
underAis evaluation.
Locke-bowde.n, P.E,., is not dwhed,, operated dkicontrolled by any,company, n
re0ort.
TAS -125(UL 580-0*):
UL.S80-06/UL 1897-642
BC)2017Ot ed., see Chart 'IS0744
J., and per W-i.th.:Man(if.acturer's,jns.t6. Ration reference.
,.i61620-3. Compliance -Method; .1-0
WIjutisdiptip-h. is. alJowed by other registered:
are outsidethis report.
pter 23,Wood andchapter 1-6 Structural. Loading.
useoutsideof this report.
otod.thch
this
Corrosion Resistant Fastener #Wx 1"Ifric plated, MTW pan't;
with:120-exposurg; adjacent shffigles.inserted-Into lock seam i
compliant.with ret2017 6P'led. Ohdorlaiv-M-0.4-Sed. FB'C 2017
Reference
TEST REPORTS
N(irricane1est LaboratorMTST-1327) #0224-08
PkUCoiistiuctidn;Materials:Tec'hnologibs (TSr.;5878): .#FA�9-023
1. UL 580-94teststandards are -equivalent to Ut 5.90�,66vtos
Z Ut 1897-04. test standards are equivalent to UL -is.47-12:-tesustanddn
at 2 perpanelinto lock seam. Panels applied
'Deck slope 2,1-2'or greatevandAall: be
See., 1507T.able:1507.1.1
Limitaticihs:
1. Undorla,yrnentto be. compliance with currentAofida Building- Code
I Minimum slope to'be compliant with Florlda;Building Code 2017 61h.
3. Prod ucO are compliant with.State of Florida product approval per Ri
4, En&lneering.ana!ysis, for ".project specific approval by local
engineers..
S. Are classification is not' part .of -this acceptance;. Shear diaphragm, vali
6. Support framing In compliance w/FIBU
.0176 edz,'Chapter 22 Steel, i
This rdpo(.t'4oes'not imply warranty, installation- recommended prod
Certific4te of Independencez
Locke Bowdeni PX. does'not'have, not Will acquire afinancial Interest in any
underAis evaluation.
Locke-bowde.n, P.E,., is not dwhed,, operated dkicontrolled by any,company, n
re0ort.
TAS -125(UL 580-0*):
UL.S80-06/UL 1897-642
BC)2017Ot ed., see Chart 'IS0744
J., and per W-i.th.:Man(if.acturer's,jns.t6. Ration reference.
,.i61620-3. Compliance -Method; .1-0
WIjutisdiptip-h. is. alJowed by other registered:
are outsidethis report.
pter 23,Wood andchapter 1-6 Structural. Loading.
useoutsideof this report.
otod.thch
this
5 V Crimp I
Fastener- #9-1 5corrosion resistant w/sealing washers
24" coverage
Fastener: #9 x 15 corrosion resistant with seali6g washers.
in Compliance with 2017 Florida Building CodelSection 1,507
Perimeter fastening: 6"o.c.
Main Field faster! ingI2"o.c.
Panel 'Width: 26"
Panel Coverage: 24°maximum
26. GA Architectural Metal Roof'.panel
VICTORIAN CRIMP SH
LO
MINIMUM_ 2 FA�TENERS Fastener#10 x. V
AT LOCK SEA i Zinc Plated MTW
Pancake Head
) CUT 1/2 SHIN
REATE STAGG
ERN
DRIAN CRIMP'
GLES
t
t
t
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CO
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9".E'XPOSURE