HomeMy WebLinkAboutPRODUCT APPROVAL4t 0/7019
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Florida Building Code Onlil:�
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Pmdua Annmyal Menu > Predua m Aopliratbn Search > Annl1mVm Usk > Application Detail A U G 15 ' G 19
�3 `bt ,i FL 11 FLISS92-R2 6 .�
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Application Type Revision ---- -
Code.Versibn
Application'Status
Comments
Archived
.,9roductManufacturer
Address/P#ione¢Email
Authorized Signature
Technical Representative
Address/Phone/.Emall
BY
St. LucieCounty
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method'
Certification Agency
Validated By
Referenced Standard and�Year (of Standard)
Equivalence of Product Standards
Certified By
2017
Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the
POC and/or the Commission if necessary.
Kennedy Skylights,,UC
S2942owerWayl
Sanford, FL 32773:
(602) 485-5984
kelly@nitubular.com
Kelly Joya
kelly@nitubular.com
Pearl Strickland
5294 Tower Way
Sanford, FL 32773
(407)330-5150
pearl@kennedyskylights.com
Sky lights
skylight
Certificatibmuladc ar Listing:
National Accreditation & Management Institute
National Accreditation & Management Institute
AAMA/CSA/WDMA 1011I.S. 2/A440
20D5
ASTM E1886
2002
ASTM E1996
2005
ASTM E283
2004
ASTM E330
2002
ASTM E331-00(2009)
2009
TAS201
1994
TAS202
2994
TAS203
1994
Florida Licensed Professional Engineer or Architect
Ft ISS92 R2 EDuly EER 2059 Rev3 417-1015 Kennedy§kyfj hg t ss gdf
FLISS92 R2 Eauly EER 2061 Rev3 417-1015 Kennedyakylight ss gpj
FLIS592 R2 EDuiv EER 2386 Rev1 417.1015 Kennedy,5kylght ss giff
bppsd/wwwA'oFWvbuiNYmgoagfpdpr_upp_dtPm ?pama—GEVXQwtDgvK-QdWtQuirft5Nc%2b9RXmFJYBEM1fiRRcAKHOs2MW%3d%3d` U3
1
arlonolm
Florida Building Code Otdii; --
Product Approval Method
Date Submitted
Date Validated,
:Date:Pending F.BC Approval
Date Approved
Method 1 Option A
12/12/2017
12/18/2027
12/23/2017
FL# Skylight Number or Name Description
15592.1 CM Curb Mounted Polycarbonate 'CM" Curb Mounted Polycarbonate Skylight - Non -Impact
Approved,far use in HVHZ: No
Apprcived for use'outsrdeHVII : Yes
Impact Resistant: No
Design Pressure: +60/-60
Other:
Quality Assurance Contract ExPlramn ware
07/311202Z
Installation Instructions
FIISS92 R2 11 KENN0007 Rey B CM ssodf
Verified By: Robert I. Amoruso, P.E. FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
Yes
115592.2 I'CMG" Curb Mounted Glass Skylight I "CMG" Curb Mounted Glass Skylight _Non -Impact
iim7ts of`tise
Certification Agency Ceitiffcate
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
FI 15597 R2 C CAC N1005962-116 - KENN0003.gdf
Quality Assurance Contract Expiration Date
Impact Resistant: No
08/31/2D22
Design Pressure: +95/-95
Installation Instructions
Other:
Ft 15592 R2 11 KENN0003 Re CMG ss.gdL
Verified By: Robert J. Amoruso, P.E. FL PE No. 49752
,Created 'byindependent Tblyd. Party: Yes
aleatiert'RPpo
15592 R2 AE PER 2059 Rev3 417-
Fl PER
1015 Kennedv_SjWjight ss.odf
Created by Independent Third Party: Yes
—�
15592.3
"HCMA" Curb Mounted Polycarbonate
"HCMA" Curb Mounted Polycarbonate Skylight - Large Missile
skvli9ht
Impact for HVHZ
Limits of Use
Approved for use In HVHZ: Yes
Approved fos use outside HVIfZ: Yes
Impact Resistaritz yes
,Design Aressrne: +60/-80
'Other:
15592.4 1'ICMG'(31rb Mounted Glass Skylight
Limits of Use \
Approved. for Fw F1Vif1
Approved for eOutside
Impact Resistant- Yes
Design Pressure: +60/-60
Other:
Certification Agency Certificate
FI 15597 R2 r rer NI012743-R7 - KENN0006,12
Q=NtY.Assurance Contract ExpiratiomData
12/31/2022 '
lonstagation Instructions
FI IS592 R2 II KENN0006 RevB HCMA ss odf
Verified Sy:'Robert J. Amoroso, PX fL'PENo. 49752
Created by Independent Third Party: Yes
Evaluation Reports
Yes
`ICMG" Curb Mounted Glass Skylight-•targeMissiie-Impact for
Certification Agency Certificate
FI 1 SS92 R2 C rer N100596-4 02 - KENN0001.12df
Quafity Assurance Contract Expiration Date
08/31/2022
Installation Instructions
F _ c rrur_ __ Pclf
Verified By Robert). Amoruso, P.E. FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
Third Party: Yes
15592.5 "ISFG4" Curb Mounted Glass Skylight "ISFG4" Curb Mounted Glass Skylight - Large Missile Impact for
Non-HVHZ
Lkalts of.Use Cedificajkm AgengdertiTicate
Approved'W. use"MMAIHZ010 1 15592 R2 r CAr N1009833-R5 KENN0004.pdF
de
Appioved'for use outsiHVHZt Yes Quality Assurance Contract Expiratfose Date
bitpsJ/1vmv.Ooridabuildiag.oiglpF/pF_app_dd:aspx7P,7a vC,EVXQwtDgvKnvQdloUtQdjm5Nc%2b9RXmDVBER9PIMcAKHC&bw%3d%3d: 23
41100,919
Florida Building Code Onli;'
Impact Resistai...'!:.
10/31/21;c
Design Pressure: +52.5/-52.5
Installation Instructions
Other:
FL15592 R2 II KENN0004 ReVB iSFG4 ss odf
Verifled,By: Robert7: Amoruso, PE FL PE No. 49752
Created by Independeitihird Party: Yes
Evaivatiomta>Tiorts
Fi35592 R2 AE PER 2396 Rey1 417-
1015 Kennedy§hylight s&ildf
Created by Independent Third Party: Yes
15592.6SF Self -Flashing Polycarbonate
"SF" Self -Flashing Polycarbonate Skylight - Non -Impact
Skylight
Limits of Use
Certification Agency Certificate
Approved for use int(VHZ: Wo
FL15592 R2 C CACNI005844-RG KENN0006 Ddf
Approved .fo me outside:HVN2: Yes
Quality Assurance CoMaRExpiration'OJte
STnpa tBesistaift:'No
08/31/2024
:Desigoftessvre: +e5/-76
ansWiation Instructions
Other:
FL15502 R2 11 KENN0008 ReVB SF Polycarb 5_jpdf
Verified By: Robert J. Amoruso, P.E. FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FLIS592 R2 AE PER 2061 ReV3 417-
1015 Kennedy,5 yjig t ss.Ddf
Created by Independent Third Party: Yes
15592.7
'SF.G4" CurGMounled! Self Flashing:
"SFG4" Curti Mounted Self Flashing Glass Skylight - Nbn-Impact
Glass SKyli9ht
.Limits,&41se
•Cuiification'AgencY'rertiffcate
Approved for use n'HVHI: 'No
FL155c2 R2 C CAC N1005513-R7-KENN000512df
Approved for use outside HVH2: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/30/2022
Design Pressure: +60/-60
Installation Instructions
Other:
FLISS92 R2 11 KENN0005 ReVB SFG4 ss.Ddf
Verified By: Robert J. Amoruso, P.E. FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL15592 R2 AE PER 2059 ReV3 417-
1015 Kenn ,dyy5ky1 t s f
Created'tTyifidependent-MTd Patty: Yes
00
contact :: 2601 Blair Stone Road. Tallahassee FL 32399 Phane: 650-487-1024
The StMe aFbrida is M AA/EED employer. QQtKght 20D7.2013 Sta a of Fiodda :: Pr M Steemen[:: AKe IWn 5tamnM t:: RefVnd 5%alenlent
e itadilressesampubttrecords.Vymrdonav Youre-MAW6ress
Department MIT an emall address 010 can be made avallable to the public. To determine if you are a licensee under ChapW 455, F.S.,
Product Approval Aceeptin
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Credit Card
Safe..
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KENNEDY SWWGHTS
MODEL 9UNG" CURB $10UNTED GLASSSSJM,rGHT, ZIlll
MSTALLATI0NAIVCH0R46EDETAiXS a
61slEAu NOTES:
iWAL1AhDN Mom.
1. THE PRODUCTANCHIXW3E gHGWN HEREIN ISDESIGNED TO GONPLYWITH THE REOUIREMENTSOP THE 1.IMSTALL OlA68 CAP INTO CURB
USWOINBTALIATION ANCHORS AS LISTED W)NIRgLLAAONANp10R
CURRENTEDITIONOF THEft IDA GUILDINGCODE-SUILDWQ(FSC),ANDRESIDENTIAL(FRC)VOLUME$ IHCllA1NO THE HIGH VELOCT'HURRIQANE ZONE(HVIQ) FOR LARGE MISSILE IMPACT (INDULGES WINO?QN, A. OUL THIS SHEET. SPAGEANCHOR$4-MAX FROM ALLENp5AND 14•MAX D�ERERFTEq, ALLSIDEg,
MI59LLE LEVEL D) ATIHE OEGION PRESSUFLE(S) STATED HEREIN.
2. THE PRODUCT DUALS CONTAINED HEAEIN ARE
2 LA APPLYALL SEALANTS ACCORDING TO MANVFACTVRERS INSTRUCTIONS,
BASED UPON PIQNEO AND SEALED TEST REPORT NO, NOR-2100041.1,2ANDAS9001AT�G IABOTIATORYSTAMPEogRAWWOS &PflpDUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN ON THE BUT NOT LUBEPIN ft1WINGS. [/a
MMbREMDEbME TA MGEOIWMQEENQLVDEWAILFINISHESINOLVDIND, DUTNOTUNRERA GNYUGHTHAS BEEN TESTEO IN ADCOROANCEWTTH THE HIGHVFLOORVMIRRIGNEZQ,E pMN) k ATHINQ UNOERIAYNENTAND SHINgLES. M
UIRMENTS OFTAS 201,TA83p,TANDTAS=AS REQUIRED§YTHE CURNENTEDITIONOF THE FLOWOA W
OtNG CODE-BUILDING(FBC)ANO RE5IDENML(RRC)VOLUMESAND DOCUMENTED W61GNEb AND SEALED 4•INGTAOATIDN AN CHORSANDASSOCIAIEO NAHDWARE MUST BE MAOEOF COt0RO610N RESISTANT MA71J1VU: VL LEST REPORTNO.NCR-210.3W1.1,j AND ASSOCIATED LASONATORY STAMPED DRAWING& GR NAVEA OORROGIpry RESI6TANTCOATWa, DISSWILAR METALS OR NATENW.B IN CONTACTWGH Fy •^
PI�ESBURE TREATED d.OM UfiTBE PAOIEFTEO TO PREVENT REACTION, OLss MEETS THE REOUIRFJRFNT80FASIME191A10/e1, SEE SHEET3 FOR GLAZING DETAILS.WiTSTA
LiNSTALLATIONANONORS SHALL OEINSTALLGOINACCOfaUWCEWITHANCHOR
MANIIFALRURERS S
6. ADEOIIANONGAEEXISTLNG gTRUO7TIRALFRAMWO ASAMMNWTNDtORCERESISTINGSYSTEMCAPARLEOF THEMINIMU NINSTRUL'}LONS.ANCHONB aMAU NOTBEUSEDIN SUBSTRATES WITH STRENGTHS LESS THAN FYy
THE ENGNEER ARD TRANSFERRING APPLIED PRODUCT LOAFS TOTNE STAUCTURE ISTHE RESPON8IBLLITYOP THEMINIMUN 6RLEPTQDR SPECIFIED INTIIEIygTALIATION MICNOR SGNEWL ONTHISGHEET,AS
THE ENGINEER ORARCHRECr OF flEQORO. &FORSRYMOHTSNE9 LESSTHANTHAT6HDWN IN THE ELEVATONS,ANONGROUANRTIES MAY BE REDUCED NY 1. 1 F pNE(1)WHFN SPACING BERVEEN ANCH0R61S q%m LESS THAN TTIE MA:IMUM SPACMG REQUIRED,
1.
DESIGN PRESSURE RATINO(PSF) IMPACT RATING
N60.01.60.0 LARGE MISSILE .
OF
r'-�rhllWn nN0 ANQ,MORING LAYOUT
3 INSTALLATIOIN CRQSS SECTION AND
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Date:Ipns:MA11n2017.12.06
)TOR WOOD NN7APPINGXfiMTF3PDMG
19 AELNQRR
MU 0,109'(11VILMS") PAOTHOM
FOR WOOD
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00
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300
all I
14' MAX.
4' MAX. TYR. D.C. TYP. t4�n. TYB.
ALL SIDES ALL SIDES IDES
MOREL "ICMG" CURB
MOUNTED SKYLIGHT RorJF 1497,P.E
FL P.E Nn 49752
HICT IOA VIEW ednyy`
Digitallysigiied by
Robert J Amonis0
Date:2017.12.06
21:22:33.05'00'
50 1/2-
MAX.
O
FRAM
SIZE
43°
MA%.
SIZE
APPLY SEALANT 9EIWEEN
LIGHT FRAME AND CURB,
BY OTHERS
LIGHT FRAME INSTALLATI6N <
ANCHOR VARIES, SEE
ANCHOR SCHEDULE SHEET 1'
3/16 MAX. RIGID SPACER
SEE ITEM 7 IN B4O,M•
CURB, FLASHING, FINISHING AND ANCHORAGE TO -
ROOF ASSEMBLY MAY VARY AND IS SUPPLIED
By OTHER$, 2X6 NOMINAL WOOD CURB SHOWN.
SEE GENERAL NOTE 9, SHEET 1,
ROOF ASSEMBLY -
BY OTHERSL�
EXTERIOR
GLAZING DETAIL
SEE SHEET 3
INTERIOR
#8 x 1 1/4- FH SELF -DRILLING SCREW
SPACED 3 1/g' FROM EACH
END WITH.TWO'ADDITIONAL SCREWS
EQUALLY SPACEO, TYP. ALL SIDES
A NSTALLATION CROSS SECTION
3
5/8- GLASS
SITE
-EXTERIOR
3/4- CA
itt�iii.P 1/g• J
ANNEALED INTERIOR
0.090- TROSIFOL PV8
BY KURARAY AMEWI A
GLAZING DETAIL
II I I I �I al al
d
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0
Nm 49752
Dlgitahy
signed by
RGbertJ
Amaruso
Date:
2017.12.06
21:22:44
-05'00'
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agJg" nUCK
Q GLASS CAP
RAIRUDED ALUMUMM 606*T6
0.070" TMCK
RebeM1J.A=m P.E*
FL P.E Nm 49702
1�v
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SpF�r t�
Digitally signed by
RobertJAmorusp- .
Date:2017.12.06
21 �2:55-05'00'
BILL 0� MATERIALS
REM f%
PART rP
f1F1d DESCRIPTION
MANU�ACNRER
MATERIAL
1
FE4701
GW55 CAP
INDAI.Df ALUM. SOLUTIONS
ALUM. 8083-i8
2
ISM KS-4
WOOD LIGHT FRAME
KENNEOY SKYLIGHTS
WOOD
3
AK�2474
CONDENSATION CHANNEL
CENTRAL PLASTICS, INC.
HIGH TAMP. PVC
4
GLAZING COMPOUND
NOYAFLEX
STRUCTURAL _SIIJCONE
' g
®8 x 1 1/4' FH SELF —DRILLING $CREW.
g
LANE MISSILE IMPACT GLAZING, SEE SMELT 3
7
RIGID SPACER FOR GLASS CAP INSTALLA710N, SEE
INSTALLATION NOTE 4, SHEET 1
RIGID
4/1812019 ' I ' 'I,I Florida Building Code Online
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ProEact ADDroval Menu > ProEUR pr ADDIIa[lon SearcM1 > Aoali[aHen Ust>'Apptiwdan GYbll
�S.+tsl�w yfy� "y,,`riir5,'€t FL 0 FL21383-Rl
Application Type SllJJiflnA(LI��® Revision
Code Version �pl''1 N 2017
Application Status BY Approved
St. Lucie Countv
Comments
Archived.
Product Manufacturer Suniast Metal
Address/Phone/Emall 2120 SW Poma Drive
Palm City, FL 34990
(772) 223-4055
0validation@yahoo.com
Authorized Signature Terry Kapron
hvblidation@yahoo.com
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Email
Category Roofing''
Subcategory Metal Roofing
AUG 15 2019
ST. Lucie County,
�®e' G'
co Go�c�
dv
Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Diane Marotta
Evaluation Report
Florida License
PE-82591
Quality Assurance Entity
Keystone Certifications, Inc.
Quality Assurance Contract•Expitation Date
03/02/2026
Validated By
Locke Bowden P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence pl 2/ 383 RI COI FL 21383 CLIPLESS NAIL STRIP 0,032 ALUM BINDER-
5a.119
Referenced Standard and Year(of5tandard) Seandard Year
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
https:/lwww.floddabullding.org/prlpr app d0.aspx7param=wGEVXQMDgve007nSKOaGOIHld%2bwQOEnV4eGOsO9HLb%2bwaklvJCUXQ%3d%3d 112
4/18/2019 ' Florida Building Code Online,'
Date Submitted
Date Vatldated
Date Pending FBC Approval
Date Approved
Summary of Products
10/23/20I7
12/1Z/2017
12/18/2017
02/13/2018
F
Model, Number or Name
Description
21
ECONO LINE 1.0 CLIPLESS NAIL
26GA STEELOVER 15/32' 4 PLY CDX PLYWOOD
STRIP
Limits of Use
Installation Instructions
Approved for use In-HVHZ:-No
Fi-21383 R1 11 FL 21383
ECONO
SNAPLOCK-BNDER-SS.pdf
Verified By: Architectural Testing, Inc. - Florida
Created by Independent Third Party: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +n/a/-71PSF
�fther: -71PSF @6"O.C. INSTALL PER MANUFACTURER'S
DEi IN.COMPLTANLE WITH FBC 2017.
0malVatlon Reports
1121383 R3 AE FL 11383 ECONO LINE CLIPLESS NAIL
STRIP-SNAPLOCK-BN DER-SS.pd(
Pa : Yes
21383.2 ECONO LINE 1.0 NAIL STRIP ALUM
.032 ALUM OVER 15/32" 4-PLY COX PLYWOOD
Limps of Use
Installation Instructions
Approved for use In HVHZ: No
FL21383 RI II FL 21383 CLIPLESS NAIL STRIP 0.032 ALUM
BINDER-SS.odf
Verified By: Architectural Testing, Inc. - Florida
Approved for use outside HVHZ% Yes
Impact Resistant: N/A
Design Pressure,+N/A/-78PSF
Created by Independent Third Party:.Yes
Other:-78.5PSF @6"O.C. INSTALL PER MANUFACTURER'S
Evaluation Reports
DETAILS AND INCOMPLIANCE WITH FBC 2017.
FL213R3 RI AE FL 21363 CLIPLESS NAIL STRIP 0.032 ALUM
BINDER-SS.pdf
Created by Independent Third Party: Yes
21383.3 ECONO LINE PBR
26GA STEEL OVER 15/32" 4-PLY COX PLYWOOD
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FI 21383 RI IT FL21383 SUN LAST METAL PER NON HVHZ
COMPLETE WITH DETAILS-rm.odf
Verified By: Architectural Testing, Inc -.West Palm Beach (an
Approved for use outside HVHZ: Yes
'Impact Resistant: N/A
Design Pressure: +N/A/-97psf
Other%.-76.75ps(@24" fastening.pattern6"-91'-9"-9--3" Along
Intertekcompany)
Created by Independent Third Party: Yes
the row, across the panel profile. Install per FBC 2017 and
Evaluation Reports
manufacturer's details.
FI 21383 RI AE FL 1 83 SUN LAST METAL PBR NON HVHZ
COMPLETE WITH DETAILS-rm.l&
Created by Independent Third Party: Yes
eomaQ us n 2801 Blair Slone Road Tal".ssee Pl. 323" rhone, 050487.1824
She state of Rodda Is an AfyEEeemployer [owrloht 2007,2013 State of Florida.:: privaw statement•: Acoesslblllty Statement :: Refund Statement
Questions,
Nomsec. However email addMUCs aro Pub
e made ovallable to the public'Ib determit
p7bdurt Approvalftcrepts:
Credit Card
Sate
are
https://www.floridabuliding.org/prlpr_ppp dti.aspx7param=wGEVXOwtDgve007nSKGaGOIH]dO/a2bwQOEnV4eGOsO9HLb%2bwaklviCUXQa/o3d%3d 212
5. unlast Metal
Value Engineered Meta/Roaring'"'
ECONO LINE-(. CLIFLESS NAIL-STR;1PlSN,AP LOCK )
26 GA 16'COVFERAG.E WIDTH ROOF PANEL OVER 15132" PLYPJ.00D
FLORIDA_:PRODU:CT APPROVAL.Nb'-2l3831
S1ERIES
Product EvaluatiOn Report
1" [LIPLESS NAIL STRIP 26GA Roof Panel over 15132" Plywood
Florida Product Approval # 21893.1
Florida Building Code 2017 Per Rule 61G20-3
Method. I —D
Category: Roofing Subcategory: Metal Roofing Compliance Method:
Rule 6162D•3
NON-HVHZ
product Manufacturer:
Sunlast Metal
2120-SW Poma Drive Palm City, Florida.34990
Engineer Evaluator
Diane'G. Marotta, P.E. H 82591
1915 NE 4Sa ST. #107
'Fort Lauderdale, FL 33308
954-77ti-8004
Valioatt•
Locke Bowden, P.E.; FL #49704
94SOAlysbury Place
Montgomery, AL 36117
Evaluation Report 14
Certificate of Independence: Diane G. Marotta P.E. does not have nor will acquire financial interest in any company
manufacturing or distributing products under this evaluation. Diane G. Marotta, P.E. is not owned or operated or controlled by
any company manufacturing or distributing product under this report.
Diane G. Marotta, O.E.
FL reg k 82591 -
seal
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building.6cle 2017, Sections 1504.3.2, 1507.4.3,
Product Description: 26GA Nall Strip/Snap Lock Metal Panel, 16" Coverage Width, Roof panels, 1.0" Rib height
Panel restrained with #10 x 1" Pancake Head fasteners Into 15/32" 4 ply CDX Plywood decking.
Non-structural Application.
FOR USE IN NON-HVHZ.
Material: 26GA metal conforming to Florida Building Code 2027 Section 1507.4.3 Yield Strength: 40KSI
Corrosion Resistance: Panel Material shall comply with Florida Building Lode 2017, Section1506, 2507,1507
Panel Dimensions: Panel Width: 16" coverage width
Fastener: #10 X 1" Pancake -Head wood fasteners or equivalent. Corrosion Resistant per Florida Building Code 2017 Section
1506.7. 3/16" minimum penetration through plywood
Corrosion Resistance: Per Florida Building Code 2017, Section 1506,1507
15/32" 4ply CDX plywood; plywood' supports at maximum 24' O.C. Design of plywood and plywood supports are outside the
scope of this evaluation. Must be designed in accordance w/ Florida Building Code 2017.
Desien Dolift Pressures: Uolift Desien Pressure: with Safetv Factor of 2
TABLE A
Max Design Pressure -71psf
Field Fastener. Spacing 6" from..panel ends and 6" o.c.
Fastener Sire #JLD Female Leg of panel snap fdto the maWleg of the adjacent panel,.fastened 2"o c. atperimter #10 fastener
Quality Assurance: In accordance with FBC 2017 and Rule # 61620-3: Keystone Certification,
Inc. QUA 1824
Test References:
Architectural Testing Inc (TST 1527) # F8542.01450.44 UL 580-06 and f8542.01-450-44r0-3 UL 580-06
Code Compliance: the product described herein demonstrated -compliance with The Florida Building.Code (FBC) .2017 Section
1504. The product evaluation is limited to compliance with the structural wind load requirements of the FBC 2017, as relates to
Rule 61G203.
Slope Range 2/12 Minimum Slope and in accordance with Manufacturers recommendations. Install
per manufacturer's recommended details in compliance with FBC 2017.
Manufacturer's installation guidelines per Florida Building Code 2017, sec 1507, CHART 1507.1.1
Fire Classification: No classification.
Shear Diaphragm: values are outside the scope of this report.
Design Procedure: Based on the dimensions of the.structure, applicable wind loads are determined using Chapter 16 of the
Florida Building Code 2017 for roof cladding wind loads. These component wind loads for roof cladding are compared to the
allowable pressure listed above. The design professional shall select the applicable erection details to reference in drawings for
correct fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be
compliant with Florida Building Code 2017 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading.
Required wind loads shall be determined per project per FBC Z.017 and any rational analysis computationshall be prepared by a
licensed design professional:
Certificate of Independence: Diane G. Marotta P.E. does not have nor will acquire financial interest in anycompany
manufacturing or distributing products under this evaluation. Diane G. Marotta, P.E. is not owned or operated or controlled by
any company manufacturing or distributing product under this report.
Page 2 of 3
nnlast Metal
Value Engineered Metal Roofing m
ECONO LINE (26GA CLIPLESS 1.0 NAIL STRIP/SNAP LOCK)
INSTALL DETAILS.
Fastener: # 10 Pancake Head Wood Fastener
Sunlas# Econo 1" Clipless ®"
PANEL PROFILE
-2 MGE
(Flat Shown).
Sunlast Econo 1" Clipless
PANEL PROFILE
r
I.
_f_
Striations.Optional 260AWE
(Flat Shown)
Page 3 of 3
5/17/2019 Florida Building Code Crib
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bas Ham I Login j User Registration Hot Tapia I SuEm705urcharge Statsa Facts Po011atiops contactus { scissite Map Lints j search
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3 ra Product Approval
urea: Poetic user
Product Aopmval Menu> Product or Nonlicaeonrearch>AggIketlonti1 > Application eMall
FL 0
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
FL15216-R4
SCANNED Revision
BY 2°"
St. Lucie County Approved
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
RECEIVED
AUG 15 7019
-LT. wale r9'%ntyr lavrfllning
Owens Coming Roofing and Asphalt, LLC
One Owens Corning Parkway
Toledo, OH 43645
(740)321.6345
Greg.Keeler@owenscoming.com
Keeler Greg Greg.Keeter@owenscoming.com *O� & 00,I
Greg Keeler �`�jQv`��♦
2790 Columbus Road fl�j ®®
Granville, OH 43023 `- 0
(740) 321-6345 ®.00
�/
greg.keeler@owenscoming.corrj® ��G` ®eG
Roofing
Underlayments
Evaluation Report from a Florida Registered Architect or a Ucensed Florida
Professional Engineer
Evaluation Report - Hardmpy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida Ucense
PE-59166
Quality Assurance Entity
Intertek Testing Services NA, Inc. - QA Entity
Quality Assurance Contract Expiration Date
12/31/2020
Validated By
John W. Knezevich, PE
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
J Validation Checklist - Hardoopy Received
lal--MIX*-MSi<*S�31f t_II�aTa)I2DASl l�C3tdS.
Standard
ASTM D1970 (tear)
ASTM D226 (physicals)
TAS 117(B)
Vear
2015
2009
1995
https*.Iwww.florldabuilding.org/prlpr app Otl.aspx7paramavGEVXQwtDgv3yVVKJZ1QRAdhyl2u8kQGvTebw8)dQgg%2bDZLSIPoQRg%3d°%3d 112
5/1712019
Florida Building Code Online ---
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Method 1 Option D
04/20/2018
04/20/2018
04/22/2018
06/12/2018
04/19/2019
FL#
Mad el, Number or NamJI&
tion
15216.1
RhlnoRoof Underiaymentsc
roof underlaymentsLimits
of Use
6 R4 l7 2018 04 FINAL ER OWENS
tion InstructionsApproved
for use in HVHZ: No
RHINOROOF FL15216Impact
Approved for use outside HVNZ: YesG
By: Robert Nleminen PE-59166
Resistant: N/A
by Independent Third Party: Yes
Design Pressure: N/A
Other: See ER Section 5 for Llmitr of Use.tion
Reportse na ao 2nip% nd FINAL ER OWENS
Contact us :: 2601 Ulair M9118 Road, T II heseee R 32399 Phone: 050.487.1_624
M 013 State of E§60 M statement :: A sibilgv Statement :: Refund �,statement
The State of flodda is an ANEEO employer. SOAYri92SQZ- ]
under Florida law, small addresses are public records. If you do not want your e-mall address releasetl In response to a public-remn:s request, do not send 0.27electronicl
mall to this mtlry• Instead, contact the olnt! by phone or by traditional mail. If you have any questions, please contact 850.46].1395.'Pursuant to Section 455.2]5(Ii,
Florida Statutes, effective October 1, 2012, Ilcrosees licensed under Chapter 455, IS- must provide the Department with an email address If they have one. The le alu
provided may be used for oMcial mmmunkauun with Me licensee. However email addresses are public record. If you do not wish to supply a personal ad please
provide the Department with an email address which on be made available to the public. To determine If you are a licensee under chapter 455, RS., pleasehots.-
Product Approval Amepts:
M ED ® 501
Credit Card
Safe
httpsjiwwwAoridabullding.org/Pr/pr app_dll.aspx?param=wGEVXQwmgv3yWKiZiQRAdhy12u8kQGVTebw8xlQgg%2bDZLSjPCQR9%3d%3d 212
NEW I etc.
CertiProte ofAathorizot/on #32455
0 353 Christian Street, Unit #13
Oxford, CT 06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
Owens Corning Roofing and Asphalt, LLC
One Owens Corning Parkway
Toledo, OH 43659
(740)321-6345
Evaluation Report
FL15216-R4
Date of Issuance:02117/2012
Revision 4:04/19/2018
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6u Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: RhinoRoof Underlayments
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to
the product(s), the Quality Assurance or the production facility location(s). NEW I etc. requires a complete review of
this Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMOJetc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.'
This Evaluation Report consists of pages 1 through 3.
Prepared by:
_ k'.---
Robert J.M. Nieminen,',^'�`
P.E.p,E,
tom_
rsE�,<
., �S. ?„qi ,`;f Thetaalmile seal appearing was authorized by Robert
;- r
Florida Registration No. 59166, Florida DCA ANE1983
':?:p ;�;;a�`�`" Nleminen,P.E.on 04/1a/2018. This does net serve as an
electronically signed doa"nent.
CERTIFICATION OF INDEPENDENCE:
1. NEMO ETC, LLC does not have, nor does it Intend to acquire or will it acquire, a financial Interest in any company manufacturing or
distributing products it evaluates.
2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nleminen, P.E. does not have nor will acquire, a financial Interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nleminen, P.E. does not have, nor will acquire, a financial interest in any other entity Involved in the approval process of the
product.
S. This is a building code evaluation. Neither NEMOletc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
ONEmoletc.
ROOFING COMPONENT EVALUATION:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: RhinoRoof Underlayments, as produced by Owens Corning Roofing and Asphalt, LLC, has
demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code through testing
in accordance with applicable sections of the following Standards. Compliance is subject to the Installation
Requirements and Limitations / Conditions of Use set forth herein.
1507.1.1, R905.1.1 Exception
1507.1.1, R905.1.1 Exception
TAS 110
ITS (TST1509)
ITS(TST1509)
ITS(TST1509)
PRI (TST5878)
PRI (TST5878)
ITS (QUA1673)
Unrolling, Breaking Strength, Pliability
Tear Strength
Pull -through resistance
Physical Properties
Physical Properties
Physical Properties
ASTM D1970; Tear strength
TAS 117(B); Pull -through
Quality Control
ASTM D226
ASTM D1970
TAS 117(B)
100539395COQ-005
100539395COQ-002
100539395COQ-006
OCF-330.02-02
OCF-422-02-01
Service Confirmation
4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment a
and can be produced in various other sizes; meets FBC 1507.1.1 & R905.1.1 (Exception).
ZUu9
2015
1995
10/27/2011
10/27/2011
03/14/2014
10/03/2017
04/03/2018
09/30/2017
wide rolls,
5.1 This Is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of
Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test
report from accredited testing agency for fire ratings of this product.
5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product Is specifically referenced
within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for
approval based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers:
Underlayment Asphalt. Wood Shakes'. slate or
Shingles Na11.0nTile Foam-On7ile Metal &'Shingles Simulated slate
RhinoRoof U20 Yes ' No' "No - , •Yes Yes 'z= . � �• ;
5.6 Exposure Umitatlons:
RhinoRoof U20 shall not be left exposed for longer than 30-days after installation.
NEMO ETC, LLC Evaluatlon Report 140510.02.12-R4
Certi/lrote of Authorization fl32e55 9- EDITION(2017) FBC NON-HVHZ EVALUATION FL15216-R4
RhlnoRoof Underlayments Revision 4:04/19/2018
Page 2 of 4
ONEMOletc.
6.1 RhinoRoof Underlayments shall be installed in accordance with Owens Corning Roofing and Asphalt, LLC
published installation instructions subject to the Limitations set forth In Section 5 herein and the specifics noted
below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to
remove any dust and debris prior to application.
6.3 RhlnoRoof U20•
6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or 11 underlayment In FBC Table
1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed, taking Into account the wider sheet -
width.
6.3.2 Fasteners:
For exposure < 24 hours, corrosion resistant fasteners may be 1-Inch roofing nails with a 3/8-inch diameter head,
minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough
edge facing up). The use of staples is prohibited.
For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter
plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use
of staples is prohibited.
6.3.2.1 Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: "...except metal cap nails
shall be required where the ultimate design wind speed, Vaa, equals or exceeds 150 mph."
Owens Coming Roofing and Asphalt, LLC has furnished data to permit the use of 1-inch diameter plastic cap nails
In lieu of metal cap nails for these applications, when the RhinoRoof U20 underlayment is installed beneath
mechanically fastened prepared roof covers referenced in FBC Table 1507.1.1 or R905.1.1.
6.3.3 Sinele Laver: Roof Slope> 4:12:
End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to
Owens Corning Roofing and Asphalt, LLC recommendations for alternate lap configurations and/or the use of
sealant under certain conditions.
For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure
> 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required.
When batten systems are to be Installed atop the underlayment, the underlayment need only be preliminarily
attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If
this occurs, remove the cap nail and patch the hole in accordance with Owens Coming Roofing and Asphalt, LLC
published instructions.
6.3.4 Double Laver• 2:12 < Roof Slope <4:12:
End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus
1-Inch.
Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -
width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.3.3, but
maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application.
NEMO ETC, LLC Evaluation Report 140510.02.12-114
Certificate of Authorization 4132455 6- EDITION(2017) FBC NON-HVHZ EVALUATION FL35216-R4
RhlncRoof Underlayments Revision 4:04/19/2018
Page 3 of 4
As required by the Building
of this product.
Qingdao, China
Intertek Testing Services N/
NEMO ETC, LLC
Certii lcvte ofAuthorizatlon a32455
ONEM01eft.
or Authority Having Jurisdiction In order to properly evaluate the
- END OF EVAWATION REPORT -
Evaluation Report 140510.02.12-114
6w EDITION (2017) FBC NON-HVHZ EVALUATION FL15216-R4
RhlnoRoof Underlaymems Revision 4: 04/19/2018
Page 4 of 4