HomeMy WebLinkAboutProduct Approval MIAMI-EaADE MIAMI-DADE COUNTY
Cramm PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 2088
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE OAwww
.minmfdade.gov/economy
Sun-Tek Manufacturing,Inc.
10303 General Drive IL AV
Orlando,Florida 32824 FILE COPY
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve"the right to
have this product or material tested for quality assurance purposes.If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right
to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Sun-Tek Tubular kylight
APPROVAL DOCUMENT: Drawing Ltio.22001,titled"21", 14"&10"Tube Light/Tubular Skylights",
sheets 1 through 7 of 7,prepared by Sun-trek Manufacturing,Inc.,dated 10/14/2011,signed and sealed by James
D.Wells,Jr.,P.E.,on 05/04/2015,bearing the Miami-Dade County Product Control revision stamp with the
Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and
following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any
product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it
shaft be done in its entirety.
INSPECTION:A copy of this entire NOA 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 Bu ilding Official.
This NOA revises NOA#11-0601.05 and consists of this page 1 and evidence submitted pages E-1 &E-2 as
well as approval document mentioned above.
The submitted documentation was reviewed by H my A.Makar,P.E.,M.S.
NOA No 154513.06
MIAMMADECOUPITY Expiration Date: 05/26/2018
l J0 5 Zd S Approval Date: 11/05/2015
l I Page 1
San-Tek Manufacturing,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAI,#09-0422.01.
A. DRAWINGS
L Drawing No. TL 22001, titled "21", 14"&10" Tube Light/Tubular Skylights';
sheets 1 through 7 of 7,prepared by Sun-Tek Industries, Inc., dated 02112109, signed
and sealed by James D. Wells, Jr., P.E.
B. TESTS
1. Test reports on 1)Air Inf�Itration Test,per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, loading per FBC TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
4)Large Missile Impact Testper FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 24113.2.1, TAS 202-94
along with marked-up drawings and installation diagram of 21"Tube Aluminum
Skylights,prepared by National Certified Testing Laboratories, Test Report No.210-
3520-01, dated 03104109, signed and sealed by Gerard J. Ferrara, P.E.
C. CALCULATIONS
1. Anchor calculations prepared by J&L Wells Consulting, LLC, dated 04114109,signed
and sealed by James D. Wells, Jr., P.E.
D. QUALITY ASSURANCE
L Miami Dade Building Code Compliance Office MCCO)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 08-0305.02, issued to SABIC Innovative Plastics,for. their
Lexan Sheet Products, approved on 04124108 and expiring on 07117113.
2. Notice of Acceptance No. OS-0907.03, issued to Palram Americas, Inc., for their
Corrugated and Flat Polycarbonate Panels, approved on 08131106 and expiring on
0112212011.
F. STATEMENTS
1. Code compliance statement issued by J&L Wells Consulting, LLC, dated 04114109,
signed and sealed by James D. Wells, Jr., P.E.
Hel A.Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No 15-0513.06
Expiration Date: 05126/2018
Approval Date: 11/05/2015
E-1
Sun-Tek Manufacturing,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#11-0601.05
A. DRAWINGS
1. Drawing No. 22001, titled "21'; 14" &10" Tube Light/Tubular Skylights", sheets 1
through 7 of 7,prepared by Sun-Tek Manufacturing, Inc., dated 1011412011, signed
and sealed by James D. Wells, Jr.,P_R, on.10/14/2011:
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
3. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 22001, titled. "21", 14" &10"Tube Light/Tubular Skylights", sheets 1
through 7 of 7,prepared by Sun-Tek Manufacturing, Inc., dated 1011412011, signed
and sealed by James D. Wells, Jr., P.E., on 0510412015.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. FBC,2014 Edition Code compliance statement issued by J&L Wells Consulting,
LLC, dated 0510512015, signed and sealed by James D. Wells, Jr., P.E.
H&My A.Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No 15-0513.06
Expiration Date: 05126/2018
Approval Date: 11/05/2015
E-2
PART NAME: EXTERIOR DOME METRO DADE PLAN VIEW ISHEET 1 OF
25.625 DRAWN BY: -L. B. REED
0
a
a
N
,080 PLOYCARBO
N
UJ
O '
21 " SUN—TEK TUBLAR SKYLIGHT
N (12) — X10 X 2 PAN HEAD SCREW
LO
(12) — 1/8 X 3/16 — 1/4" GRIP
LO
N ALL ALUMINUM LARGE FLANGE RIVET
Engineer ofRww ;
IN
00 James D.Wells,Jr.,1.E.
00 Professional Engineer No.5361(
0
AL WELLS CONSULTING LLC.
1453 Arblum Circle
Oviedo, PL 32763
(407)496-5489
-.-__--- — ---- _ CerdQew of Audiwizadon No:27162
o CURB TO DECK MOUNTING REQUIREMENTS
inrr.
7RTNAIME: EXTERIOR DOME METRO DADE PLAN VIEW ISHEET 2 OF
DRAWN BY: L. B. REED
18.625
o '
0
a
�i
.080 POL'
N
Trj
LO 14" SUN—TEK TLIBLAR SKYLIGHT
N (12) — #10 X 2 PAN HEAD SCREW
00 (12) — 1/8" X 3/16 — 1/4" GRIP
ALL ALUMINUM LARGE FLANGE RIVET
Engiaeer of Record;
James A Weng,Jr.,EE.
LO Professional Engineer No,
N
T
MA
4_
J&L WELLS CONSULTIN4
1453 Arbitas Circle
Oviedo, PL 32765
(407)496-5499
Cwdfioste of Awilso&a tpa No.i
o CURB TO DECK MOUNTING REQUIREMENTS
o NOTE: _
N SHLN ALL ROOFING DH CHAPTER 15, 2014 EDITION 114ETAILS " (3)2PER 2SIDE 12 TOTALS
ALLCOMP YWITH
171 ^m[t A 1711 111 nlAln r%nnr_ - - -- - -- -- ---
PART NAME; EXTERIOR DOME METRO DADE PLAN VIE SHEET 3 OF
DRAWN BY: L. B. REED
14,625
0
0
N
.080 F
N_
M
N
10" SUN-TEK TUBLAR SKYLIGHT
N (12) - #10 X 2 PAN HEAD SCREW
(12) - 1/8" X 3/16 " - 1/4" GRIP
ALL ALUMINUM LARGE FLANGE RIVET
N Engineer of Recon
M
James A Wells,Jr
Professional Bn&
JBtL WBi,LS
0
1453 AMU=
N Oviedo, PL 3
NOTE:- CURB TO DECK MOUNTING REQUIREMENTS (407)496"541
(1) ALL ROOFING DETAILS #-10 X 2-1/2" DECK SCREWS C09ft0e of A
SHALL COMPLY WITH CHAPTER 15, 2014 EDITION 10" (3) PER SIDE 12 TOTAL
OF THE FLORIDA BUILDING CODE POSITIVE DESIGN LOAD 65 PSF
(2) 4" MINIMUM DISTANCE FROM ANGLE LIP NEGATIVE DESIGN LOAD 65 PSF
rn DnnC Cl IDCArC IC Crll? C4.III%lrNI C AP RI 111 T - I IP POOP tinkrcn Yrc-r noroci nor i r, ocr
PART NAME: DECO RING ISHEET 7
IDRAWN BY: S RYAN
0.060
REF, (6X)
(D .080 POLYCARBONATE DOME .031 R, X .031 HIGH 0.500
.030 POLYCARBONATE INNER REF.
ALUMINUM LIGHTING SHEET
STI-275 DECO
RING
RTV SILICONE
SEALANT
FLAT HORIZONTAL RETAINER
.020 GALV.
SUN-TEK ST 1000
SEALANT
#lOX2 PHS
#lOX 2-1/2 DECK
SCREW
ROOFING FELT
FLASHING BY OTHERS
0 0 LL_
IN ACCORDANCE WITH NBCA Lr) Ld
2X6 CURB MINMIUM O]
4" HEIGHT
";t C?I
CL
4 Lo
,MIN. i.11 EMBEDMENT
+ Af
4" MINIMUM 0 C;
SHINGLES (I HEIGHT (2) Lo Lo L_
r-
REF.
ROOF DECK MIN. 5/8 EMBEDMENT ILA (2x)
5/8 MINMtuN 0,
SUN-TEX ST 1000
SEALANT
PART NAME; CM DOME SHEET 5 OF 7
DRAWN BY: S RYAN
.080 POLYCARBONATE DOME
.080 POLYCARBONATE
nf
orn w
�s
0
0
1 .875
1 .875 -�
- 21 .00
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21 " TUBULAR SKYLIGHT DOME
10 " T
.080 POLYCARBONATE DOME
cnw
.o N W
0
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PART INSTALLATION DESCRIPTION SHEET 6 OF 7
I
DRAWN BY: L. Q. REED
(D.080 POLYCARBONATE DOME
C,
@-030 POLYCARBONATE INNER
QDOME FASTENERS
ITEM PART NAME DISCRIPTION --
VENDOR
- 1 EXTERIOR DOME .080 POLYCARBONATE DOME SEE DOME MATERIAL_
2 SEALING TAPE DUCT TAPE 2" VENTURE TAPE
3 ELBOWS MIRO 4 ALANOD
4 CONNECTOR MIRO 4 ALANOD
5 LENS RING ASSEMBLY INTERIOR DOME
6 #10 PHS X 2" FASTENERS EXTERIOR DOME MERIT FASTENER
7 * -L6 X1,Z2"HEX TEK TUBE FASTENERS MERIT FASTENER
. 8 #10 X2-1/2" DECK SCREWS CURB ANCHORS MERIT FASTENER
9 1/8 X3/16" GRIP ALUM. DECO RING FASTENER Mc MASTER-CARR
LARGE FLANGE RIVET
10 .020 GALV. TUBE RETAINER
. 11 DECO RING EXTRUSION
112 INNER PANEL 1 .030 POLYCARBONATE INNER -----
THIS APPROVAL IS LIMITED TO THE DOME AND THE ATTACHMENT TO THE JOINT SEALING TAPE
STRUCTURE AND THE ROOF. ALL OTHERS ARE NOT PART OF THIS APPROVAL.
HIGH- REFLECTIVE
ALUMINUM ELBOW
DOME SPECIFICATIONS LENS RING ASSEMBLY
91 " DOMF HEIGHT 9"
PART NAME: TUBE RETAINERS ISHEET 7 OF 7
DR N BY: L. B. REED
it
24.500 0
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0 10" TUBUL/
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�7iarzo�s Florida Building Code Online
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Busines
F Product Approval
Professital
USER:Public User
Product Approval Menu>Product or Aoolicatlon Search>Application List>Application Detail .
FL# FL7006-119
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer IKO Industrles, Ltd
Address/Phone/Email 40 Hansen Road South
Brampton,NON-US L6W 3H4
(708)496-2800 Ext 200
rmetz001@tam pabay.rr.com
Authorized Signature Robert Metz
rmetzOOI@tampabay.rr.com
Technical Representative Bob Metz
Address/Phone/Email REMCO of Pinellas
456 Avila Circle NE
Saint Petersburg, FL 33703
(727.) 776-5261
rmetz0010tam pa bay,m com
Quality Assurance Representative Don Shaw
Address/Phone/Email IKO Industries LTD
120 Hay Rd.
Wilmington, DE 19808
(717) 579-6706
don.shaw(c@iko.com
Category Roofing '
Subcategory Asphalt Shingles
Compliance Method Certification Mark or Listing
Certification Agency FM Approvals-CER
Validated By Locke Bowden
Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
ASTM D3161 modified to 110 mph. 2009
ASTM D3462 2009
ASTM D7158 Class H 2008
ASTM E108 2007
Equivalence of Product Standards
Certified By
MtpsJ/www.floridabwiding.org(pr/pr app dfl aspx7param=wGEVXQwtDgse7mYBd2b3KBmXtoZLhNVX122Np17DJ1EMail 1/3
7/812016 Florida Building Code Online
Product Approval Method Method I Option A
Date Submitted 06/28/2015
Date validated 06/30/2015
Date Pending FBC Approval
Date Approved 07/06/2015
Summary of Products
Ft.# Model,Number or Name Description
7006.1 Cambridge, Cambridge HD and CRC Laminated architectural Fiberglass asphalt shingle
Biltmore AR manufactured at IKOs Kankakee,IL; Hawkesbury,Ont.;
Wilmington,DE, Sylacauga,AL and Toronto,Ont. plants
Limits of Use Certificatlon Agency Certificate
Approved for use in HVHZ.,Yes E700 as C..CAC FM Letter-ASTM d3161 letter- 4-15-
Approved for use outside HVHZ:Yes 2915f
Impact Resistant:N/A &70Q6 R9 C CAC FM Letter-ASTM d3462 letter-5 6
Design Pressure:N/A 15,odf
Other: ELZO06 R9 C CAC FM Letter-ASTM E 108 letter- 5 3
15 nd
Quality Assurance Contract Expiration Date
12/3112020
Installation Instructions
FL7006 R9 11 IKO-133-02-01-Letter-Installation
Instructions for FBC FL7006.pdf
Verified By: Duc T Nguyen 65034
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
7006.2 kip and Ridge 12 Cap fiberglass This is a 12'x 12"fiberglass asphalt shingle used to cover
shingles the hip and/or ridge of an asphalt shingle roof system
I manufactured in Toronto,Ont.and Brampton, Ontario
Umits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL7006 R9 C,CAC FM Letter-ASTM d3161 leder-. 4-15-
Approved for use outside HVHZ:Yes 2015 2df
Impact Resistant:N/A FL7006 R9 C CAC FM Letter-A5-TM d3462 letter-5
Design Pressure:N/A 15�
other: F7 7006 R9 C CAC FM Letter-ASTM E 108 letter- 5 3
15 P4
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL7006 T9 11 Hip and Ridge Can.Shingle Installation
Instructions.pd
FL7006 R9 11 IKO-133-Q2-01 Letter-Installation
Instructions for FBC FL7006.od
Verified By: Duc T Nguyen PE 65034
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
7006.3 Leading Edge Plus Asphalt Shingle One piece Fiberglass asphalt shingle used as a starter strip at
Starter Strip the bottom of a roof system manufactured in Brampton and
Hawkesbury,Ontario plants
Limas of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FI 006 119 C -CAC EM Letter-ASTM d3161 letter- 4-15-
Approved for use outside HVHZ:Yes 2015 nd
Impact Resistant:N/A Ft R9 C CAC FM Letter-ASTM d3462 letter- 5
Design Pressure.N/A 1
Other. FI R9, C CAC FM Letter-ASTM E 108 letter- S 3
15 pd
Quality Assurance Contract Expiration Date
IZ/31/2020
Installation Instructions
FI R9 TI IKO-133-02-01 Letter- installation
Instructions for FBC FL7006.2d
E17006 R9 11 Roofing-Products-Leadina-Fdop,-PIU5=
Application-EN.f 1).vdf
Verified By: Duc T Nguyen Pr=65034
Created by Independent Third Party; No
Evaluation Reports
Created by Independent Third Party;
�70015.4 Marathon 25 AR,CRC Superglass 3 tab fiberglass asphalt shingle manufactured at IK
httpsIMrww.floridabLdidirxg.org/priprapp_�N.aspx?param=wGEVXQwtDqse7mYBd2b3K6mXtoZLhNV)022Npi7UJlED/.3d 213
7/8/2016 Florida Building Code Online
M25AR Brampton,Ontario, Hawkesbury Ont.,Toronto,Ont.;
Sylacauga,AL and Kanakakee,IL plants
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL7006 R9 C CAC FM Letter-ASTM d3161 letter- 4-15-
Approved for use outside HVHZ:Yes 2015 .Ddf
Impact Resistant: N/A EL7006 R9CCAC FM Letter-ASTM d3462 letter-5 6
Design Pressure:N/A IS.odf
other: FL7006 R9 C CAC FM Letter-ASTM E 108 letter- 5 3
15 pdf
Quality Assurance Contract Expiration Date
12/20/2020
Installation Instructions
FL7006 R9 II IKO-133-02-01 Letter-Installation
Instructions for FBC FL7006.ndf
Verified By: Duc T Nguyen 65034
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
' Bach Ne�:t
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/g0 employer.copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees Iloensed under chapter 455,F.S.must provide the Department with an small address If they fiave
one:The smalls provided may be used for official communication with the licensee.However email addresses are public record.if you do not wish to supply a
personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter
455,F.S.,please dldc bjM_.
Product Approval Accepts:
Credit•Card' .
Safe
httpsl/www.gridaWIcing.orgtpr/pr app fl.aspx'tparam=wGEVXQwtDgse7mYBd2b3K6mXtaZLhNVX[22Npl7GJlEa/o3d 3!3
< FM Aipprovals-
FM
Approvals Membfr of ito r.:v c:om l Grvu;
1151 Boston-Providence Turnpike
P.O.Box 9102 Norwood,MA 02062 USA
T:781762 4300 F:781 762 9375 www.fmapprovals.com
May 3,2015
Mr.Donald Shaw
IKO Industries,Ltd.
40 Hansen Road South
Brampton,Ontario L6W 3H4
Canada
Customer ID: 1000000686
Subject: IKO Industries Ltd.'s FM Approved asphalt roof shingles
Dear Mr. Shaw,
This letter is being written following in regards to your recent inquire regarding verification of the ASTM
D3161 testing of IKO Industries Ltd's asphalt roof shingles. TKO's shingles that are FM Approved have
been tested in accordance with ASTM D3161(reports 3040947 and 3038510).
FMA roved roducts:
I :itiulustes°Ltd::'.;; Crowne Slate,Cambridge;Hip&Ridge 12,Marathon 25 AR,Marathon
Ultra AR,Cambridge At,Leading Edge Plus,Cambridge HD,Marathon .
25,Hi &Rid a Plus, as with AnnourZone
o£;Col bradw. Biltmore,Hip&Ridge 12(CRC),Superglass 25 M AR,Superglass
Ultra AR, CRC
Hip&Ridge Plus
Please be advised that shingles noted above tested to previous versions of ASTM D3161 continue
to meet the test criteria of the current version of ASTM D3161.
If you have any questions please do not hesitate to contact me.
Very truly yours,
David L.Alves Phillip J. Smith
Senior Engineer-Materials Group Principal Engineer-AVP
FM Approvals FM Approvals
1151 Boston-Providence Turnpike
Norwood,MA 02062
T:781 255 4856
E:david.alves@fmapprovals:com
€X FM FM US
�aPllov® a�rawl�
CONSTRUCTION MATERIALS
TECHNOLOGIES
March 30, 2015
IKO Industries, Ltd
120 Hay Rd.
Wilmington, DE 19809
Re: FBC FL7006
Sir(s),
.PRI Construction Materials Technologies has completed a technical review and attached sealed shingle
instructions in compliance the 2014 Florida Building Code.
This review was completed based on the receipt of following evidence from IKO Industries, Ltd:
1) 'IKO Shingle Application Instructions—3-Tab Shingles
(EN-3Tab_Appins_BAGXEFS-2012-11 reformatted 2013-02-rev07/13-Florida)
2) IKO Laminated Shingles Application Instructions
(EN-Laminated,,Appins_8TTEFS-2012-04—reformatted 2013-02-rev07/13-Florida)
3) IKO Hip and Ridge 12 Application Instructions
(EN-HipandRidgel2 3HRTri-2013-08 reformatted 2013-08)
4) IKO Leading Edge Plus Shingle Application Instructions
(EN-3LEP-Tri-2012-06_reformatted 2013-03)
5) ASTM D3161 Test Report(FM Approvals Project No.3040947)
The attached instructions should be used in conjunction with the published manufacturer's application
instructions and applicable code. In the event the instructions conflict, these instructions shall govern.
Statement of Independence:PRI Construction Materials Technologies and/or Duc T.Nguyen,FL P.E.do not
have nor plan to acquire a financial interest in any company manufacturing or distributing products for which
the test reports are issued.
Al-
Signed: , �, Signed: �. c
Brad Grzybo ski Due T.N
Managing D rector Florida Re re Professional Engineer
P.E.Number:65034
Date: April 30, 2015 Date: April 30;2015
Attachments: A) IKO Shingle Application Instructions-3-Tab
B) IKO Laminated Shingles Application Instructions
C) IKO Hip and Ridge 12 Application Instructions
D) IKO Leading Edge Plus Application Instructions
IKO-133-02-01
PRI Conshxldon Materials Technatogies,LLC.8412 Badger Drive Tampa,FL 33010 Tel:813.8215777 Fax:813.621-5840 e-mail:materialstesting@pdcmt.rnm WehSite:htlpJhwvw.pricmLcam
IKO
Installation Instructions for
Asphalt Shingles
Page 2 of 5
IKO Shingle Application Instructions — 3-Tab Shingles
(ASTM D3161, Class F—IKO Marathon 25 AR and CRC Superglass M25AR)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT,THESE INSTRUCTIONS WILL GOVERN.
ROOF DECK: Solidly sheathed and fastened deck conforming to 2014 FBC.
UNDERLAYMENT:Applied in accordance with building code requirements.For areas where the roof slope is
less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code
requirements, the first sheet overlapping the save protection by 19",followed by full 36"widths overlapping
each preceding course by 19"or other Approved underlayments in accordance with the qualified application
instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of
underlayment laid parallel to the eaves,-with 2"horizontal laps and 4"and laps_ Apply metal drip edges on top
of any underlay along rake edges and directly to the deck along eaves in accordance with building code
requirements.
NAILING:Use galvanized(zinc coated)roofing nails, 11 or 12 gauge,with at least 3/8"diameter heads,long
enough to penetrate through plywood or 3/4"into boards. Use 4 nails per shingle placed 6-1/8"above the butt
edge,approx. l"and 13"from each end and 112"above each cutout. Drive nails straight so that nail head is
'flush with, but not cutting into shingle surface. .
NAILING ON STEEP SLOPES:For steep slopes of 21"per foot(60°)or more,use 6 nails per shingle placed
as shown below. Ensure that no nail is within 2"of a joint/cutout of the underlying shingle. Seal down each
shingle at time of application with three 1"diameter(approx.size and thickness of a quarter)spots of asphalt
plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle.
Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles
should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the
heat of direct sunlight.'"
EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8".
STEEP SLOPES.
1.172" t-irr
SEALING STRIP �.... ` .— a
NAILS NAILS
DO NOT NAIL ltIT0 OR ABOVE THE•SEALING STRIP
PRI Construction Wedels Technologies,I.I.C.8412 Badger Drive Tampa,FL 33610 Tel:813821-5777 Fax:813.8215840 e-maB:matedalstesdng@pdcml.com WebSite:httP:l/wrvw.Pdcmtcom
IKO
Installation Instructions for
Asphalt Shingles
Page 3 of 5
IKO Laminated Shingles Application Instructions
(ASTM D3161, Class F—Cambridge,Cambridge HD, and CRC Biltmore AR)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT,THESE INSTRUCTIONS WILL GOVERN.
ROOF DECK: Solidly sheathed and fastened deck conforming to 2014 FBC.
UNDERLAYMENT:Applied in accordance with building code requirements.For areas where the roof slope is
less than 4" per foot down to 2" per foot, use 2 layers of undedayment conforming to building code
requirements, the first sheet overlapping the-eave protection by 19",followed by full 36"widths overlapping
each preceding course by 19"or other Approved undedayments in accordance with the qualified application
instructions. For areas where the roof slope is 4° per foot or greater, cover the deck with one ply of
undedayment laid parallel to the eaves,with 2"horizontal laps and 4"end laps. Apply metal drip edges on top
of.any underlay along rake edges and directly to the deck along eaves in accordance with building code
requirements.
NAILING:Use galvanized(zinc coated)roofing nails, 11 or 12 gauge,with at least 3/8"diameter heads,long '
enough to penetrate through plywood or 3/4"into boards. Use 4 nails'per shingle placed in the nail line 7-3/8"
below the top edge, approx. 1"and 13"in from each end. Drive nails straight so that nail head is flush with,
but not cutting into shingle surface.
NAILING ON STEEP SLOPES:For steep slopes of 21"per foot(600)or more,use 6 nails per shingle placed
as shown below. Ensure that no nail-is within 2"of a joint/cutout of the underlying shingle. Seal down each
shingle at time of application with three 1"diameter(approx,size and thickness of a quarter)spots of asphalt
plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle.
Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles
should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the
heat of direct sunlight.
EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8".
NAILING-;STEEP SLOPES APPEECATION
t se�six nails as shown.
NAIL LINE
.NAILS CEMENT
PROPERAPPLICATION REQUIRES WAT THE NAILS PENTRATE BOTH T4JE OVERLAY ANP ONDgRLAY PORTIONS OFTHE SH.INGLI=
PRI Construction Materials Technol4les,U.C.6412 Badger Drive Tampa,FL 33610 Tel:813-621-5777 Fax:813.621-"840 a-mail:materialstasting@pricmt.com Website,httpJMnvw.pdcxatcwm
IKO
Installation Instructions for
Asphalt Shingles
Page 4 of 5
IKO Hip and Ridge 12 Application Instructions
(ASTM D3161, Class F--IKO Hip and Ridge 12)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT,THESE INSTRUCTIONS WILL GOVERN.
Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are
designed for a 51/8"(130 mm)exposure.(For a neater appearance,the top of each side of each piece has
been factorytrimmed on a 1"(25 mm)taper(see drawing).Bend each piece overthe hip or ridge,and nail 5
5/8" (143 mm)above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm).
Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge
pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end
opposite to the prevailing wind direction and continue to the other end. Note:To obtain a three-dimensional
effect,(which is recommended,but not required),apply hip and ridge shingles double thickness bystacking 2
.pieces on top of one another,the lower piece extending about 3/4"(19 mm)further than the top piece(see
diagram).The final shingle should be set in cement,and the exposed nail heads of the final shingle should be
covered with cement.Prior to application in cold weather,storing the shingles in a heated area will allow for
easier bending.
NOTE:SHINGLES MUST BE APPLIED PROPERLY.THEYARE DESIGNED FOR USEAS HIP AND RIDGE
SHINGLES ONLY,AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS.WE ASSUME NO
RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO
PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER
VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS.-REVIEW
ALL APPLICABLE BUILDING CODES,-MINIMUM PROPERTY STANDARDS,AND REQUIREMENTS PRIOR
TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS.
374• f fo mm) '
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PRI Consh icWn Materials Tachrwlogles,LLC.6412 Badger Drive Tampa,FL 33610 Tel:813.821.5777 Fax:813-821.5840 e-mail:matmielstesting@prlcmt.com WebSite:http:f/www.pricmt.cam
IKO
Installation Instructions for
Asphalt Shingles
Page 5 of 5
IKO Leading Edge Plus Application Instructions
(ASTM D3161, Class F—IKO Leading Edge Plus)
NOTE: THESE INSTRUCTIONS SHALL 'BE USED IN. CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT,THESE INSTRUCTIONS WILL GOVERN.
1. Apply any underlayment,eave protection,valley flashings, or drip edges to roof deck as required.
2. Each 39 3/8"x 131/4"(1000 mm x 336 mm)IKO Leading Edge Plus strip is perforated lengthwise for
separation into two(2)shingles.Take one IKO Leading Edge Plus strip and fold flat at perforation to
separate.
3. Take one of the separated shingles 39 3/8"x 6 5/8"(1000 mm x 168 mm)and remove approximately
20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up,with the
factory installed sealant adjacent to the eaves.The shingle should overhang the rake edge and eaves
by a nominal 1/4"(6 mm)minimum. Fasten the shingle to the roof deck with nails located 3"to 4"(75
mrh to 100 mm)from the eave edge and•1"(25 mm)in from each end.
4. Take the leftover 20"(500 mm)piece shingle.Rotate the piece and align it vertically up the rake edge
with the factory installed sealant adjacent to the outer edge of the roof.The shingle should overhang
the rake edge by a nominal 1/4"(6 mm)minimum.Fasten the shingle to the roof deck with fasteners
located 3"to 4"(75 mm to 100 mm)from the rake edge and 1"(25 mm) In from each end.
5. Repeat Steps 3—4 for the right lower comer of the roof deck.
NAILING: Use galvanized(zinc coated)roofing nails, 11 or 12 gauge,with at least
3/8"(9 mm)diameter heads, long enough to penetrate through plywood or 3/4"(20
mm)into boards. Use 4 nails per shingle placed 3"to 4"(75 mm to 100 mm)from
the eave edge and approximately 1"and 13"(25 mm and 330 mm)in from each and.
6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck.Install
the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles
should overhang the rake edge and eaves by a nominal 1/4"(6 mm)minimum.Fasten the shingles to
the roof deck with nails located 3"to 4"(75 mm to 100 mm)from the eave edge,4 nails per shingle.
7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first
course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way,
the sealant on the IKO Leading Edge Plus shingles will adhere to the first-courte field shingles and
help keep them from lifting in high winds.
PRI ConstrucUun Materials Technol4es,LLC, 6412 Badger Drive Tempa,FL 33810 Tel:813.621STTT Fax:813.8215840 a-ms9:materlalstestlng@prlcmtcom WebSite:http:lhvwm.priantcom
Florida Building Code Online http://www.floridabuilding.org/pr/pl�-appiti-aspx'lparam=;'Al(iEVX..-
0.
INN
4R.-,
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts PublIcatlons FSC Staff SCIS Site Ma
Bus*ines5
PrbdUA
Pro s s i 6"n."a USER:PetublicpprovalUser
>EMdkKtRLAaWt41gn5earth>A pi)ratlist>App 1:1 n DOW
FL# FL2569-R11
........ ........ .... ...... Application Type Revision
Code Version 2014
Application Status Approyed
Comments
Archived
Product Manufacturer Soprema,Inc. (Canada)
Address/Phone/Email 1640 rue Haggarty
Drummondville, NON-US 00000
(819)478-2400 Ext 3327
memathieu@s.oprema.cb
Authorized Signature Marc-Etienne Mathieu
memathieu@sqprema.ca
Technical Representative Marc-Etienne Mathieu
Address/phone/Email 1688 Jean-Berchmans-Michaud
Drummondviller NON-US 00000
(819)478-2400 Ext 3327
memathieu@spprem.a.ca
Quality Assurance Representative. Jean-Francois Cate, Ph.D.
Address/Phone/Email 1640 rue Haggarty
Drummondville
(888)811-3145
jfcote@soprema.ca
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect o
Florida Professional Engineer.
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert J. M. Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/16/2017
Validated By John W. Knezevich, K
of 3 1/5/2016 3:08 PM
Florida Building Code Online http://www-floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX...
*� Validation Checklist-Hardcopy Received
Certificate of Independence FL2 1211 CE�1 zQ?5 Oi CCTi Nieminxa,gdf
Referenced Standard and Year(of Standard) Standard
ASTM D1970
ASTM D6163
ASTM D6164
FM 4474
FRSA/TRI April 2012 (04-12)
TAS 103
TAS 110
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/15/2015
Date Validated 10/19/2015
Date Pending FBC Approval 10/21/2015
Date Approved 12/15/2015
Summary of Products
FL# Model,Number or Description
Name
2569.1 Soprema Roof Self adhering roof underlayments
Underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL2569 R11 II 2015 10 FINAL F4 SOPREMA CA UNDEIRLAYP
Approved for use outside R11.pd
HVHZ:YesVerified By: Robert Niemineri, P.E. PE-59166
Impact Resistant:N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-90 Evaluation Reports
Other: 1.)Refer to ER Section 5 for EL2569 R11 AE 2)15 10 FINAL. ER SOPREMA CA UNQQ1L_AY
Limits of Use.2.)The design pressure Rll.pd
noted herein pertains to underiayment Created by Independent Third Party: Yes
systems•used beneath adhesive-set tile-
systems.Refer to ER Section 5.6.4 for
details.
• :Bade �Next� ..
Contact Us,:1946, North Monroe Stme Tallahassee FL 32199 PhUne'850-487-1824
The State of Florida is an AA/EEO employer.C„,^.vrlahr. 2n07 ofa Stat 'ot Florida.::FrhMQLStatement:;Accessi 9b statement;:a
Under Florida law,email addresses are pubiic records.If you do not want your e-malladdress released In response to a pubec-records req
of 3 1%5/2016 3:08 PMI
Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl,aspx?paratn=wGEVX..:
electronic man to this entity.Instead,contact the offlce by phone or by traditional mall.If you have any quesmns,pLase contact 850.487.
Section 455.275(1),Florida Statutes,effecthre October 1,2012,5cengees licensed under Chapter455,F.S.must proVide the Department wl
they have one.The emalfs provided may be used for official communication vilth the licensee.However email addresses are public record,D
supply a personal address,please provide the Department with an emall address which can be made available to the public,lb determine if yo
Chapter 455,F.S.,please click here.
Product Approval Accepts.-
Off"
ccepts:x
scc.RtriYc� ;•� .
•r
of 1/5/201.6 3:08 PM
EXTERIOR RESEARCH&DESIGN,LLC.
. ` _ Certificate of Atitlhorization 1419503
UNIT#13
i �� 353 CHRISTIAN
ERD OX OXFORD, 06478
PHONE:(203j 262-9245
FAX:(203)262-9243
LUATI
EEVAON REPORT
Inc. Evaluation Report S18010.06.09-R9
VLUATI
1640 rue Haggerty' FL2569-R13
Drummondville,Qu6bec J2C 5P8 Date of Issuance:06/15/2009
Canada Revision 9:10/12/2015
SCOPE!
This Evaluation Report.is issued under Rule 61G20-3 and the applicable rules and regulations governing the.use of
construction materials inthe 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 5th Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: Soprema Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements 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. If the product
changes or the referenced Quality Assurance documentation changes. Trinity)ERD 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 "Trinity IERD 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 7.
Prepared by: 1
tits:nreay,�
Ftn
1%,ON �1'A��. Thefautmile.sealappearMgwasauthorized byRobert Nleminen,
Robert J.M.Nieminen,P.E. fi"'�Fr' e,�.,� P.F,�1n/12/MT This does not serve as an elaetionioallvsi9ned
Florida Registration No.59166,Florida DCA ANE1983 i,h qlO+l Ati- tfi`: document.S(gned,sealed hordcoplas have baen transmitted tothe
ProduetApproval Admintsteatorand tothanamadrJlam
tom''
CEimFICATIONOFINDEPENDENCE:
1. Trinityl ER0 does not have, not does it intend to acquire.or will it acquite, a financial interest In any company Manufacturing or
distributing products it evaluates.
•2. Trinityl ERD Is not owned,operated or controlled by any company manufacturing or distributing products>t 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.evaluatlon 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.
5. This Is a building code evaluation. Neither Trinityl ERD nor Rpbert 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 degign guidance unless retained
specifically for that purpose.
P
TKIN I
-v
r ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category. Roofing
Sub-Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Soprema, have demonstrated compliance with the
follomilng sections of the Florida Building Code through testing in accordance with the following"Standards.
Compliance is-subject to the installation Requirements and Limitations/Conditions of Use set forth herein.
STANDARDS:
Section Property Standard Year
1504.3,1 Wind Resistance FM 4474 2004
1507.2.4,1507.2.8, Physical Properties ASTM D1970 2009
1507.2.9.2,1507.4.5.1,
1507.5.3,1507.7-3
1507.11.2 Physical Properties ASTM D6163 2006
1507.11.2 Physical Properties ASTM D6164 2005,
15216.*5.2.1 Physical Properties TAS 103 1995
TAS'110 Accelerated Weathering TAS 110 2000
1$07.3,.3 Installation Practice FRSAITRI April 2012(04-12) 2012
3. REFERENCES:
faft Examination Reference Date
ERD(T MO49) ASTM D1970/TAS 110 2968.05.04-2 015/14/2004
ERD(TST6049) Physical Properties 2757.02.05 02/03/2005
ERD(TST6049) ASTM D1970/TAS 110 2974.03.05;.2 05/17/2005
ERD(T5176049) Wind Resistance 2778.07.05 07/15/2005
ERD(TST6049) Wind Resistance 2779.11.05-111 04/18/2007
ERD(TST6049) TAS 103/TAS IIG 57120AA.07-2 11/02/2007
ERD(TM049) ASTM D1970/TAS 110 S13190-02.09-RI 04/01/2020
ERD(TST6049) ASTM D1970/TAS 110 S31370.03.10-1-R1 04/07/2010
ERD(TST6049) Physical Properties/Tensile Adhesion S11150.05.10-RI
09/09/2010
ERD(TST6049) Physical Properties/Tensile Adhesion 511150.05.09-112 10/0512010
ERD(TST6049) ASTM 131970 537210.11.11 11/09/2011
ERD(M6049) ASTM D1970 540540.02.13-1 02,/19/2013
ERD(TST6049) Physical Properties/Tensile Adhesion 543530.02.14-1 02/21/2014
ERD(TST6049) Physical Properties/Tensile Adhesion SOPC-SC7645.02.15 02/1312015
ERD(TST6049) Accelerated Weathering 5OPC-SC8520.14 04/17/20-15
M-D(CER1592)' HVHZ Compliance 09-1005.02 11/04/2010
M-D(CER1592) HVHZ Compliance 13-0530.02 11/2712014
ICC-ES(EVL2396) 2012,2009 and 2006 113C Compliance ESR-1524 10/01/2914
PRI(TST5878) Physical Properties SOP-064-02-01 12/03/203.3
Soprema,Inc.(PDM3511) Equivalency Declaration SA SMOOTH PLY 40 05/29/2015
UL,LLC(QUA9625) Quality Control ServlceConflrmation Exp.10/i.6/203.7
4. PROD=DEscRipTiow
4.1 Lastobond TU HT is a self-adhering, non-woven polyester fabric surfaced, SSS mocitfied bitumen roof
underlayment
4.2 Lastobond Shield is a self-adhering, woven polyethylene surfaced, SBS modified bitumen 'roof
Onderlayment available in two widths;36 and 45 Inch.
4.3 RIESISTO SA SMOOTH PLY 40 Is a self-adhering, woven polyethylene surfaced,SBS modified bitumen roof
underlayment;available in 3.3,ft x 65 ft rolls.
Exterior Research and Design,ELC. Evaluation Report 518010.06.09-R9
Certificate of.Aaftarizatidn#9503 J112569-R11
Revision 9:10/12/2015
Page 2 of 7
i
TRINITY'ERD
4.4 Lastobond Shield HT is a self-adhering, woven polyethylene surfaced, high temperature, SBS modified
bitumen roof underlayment.
4:5 Lastobond Pro HT-N is a self-adhering, woven polyethylene surfaced, SBS modified bitumen roof
underlayment available in two widths;36 and 45 inch.
4.6 Lastobond Pro HT-S is a self-adhering, woven polyethylene surfaced, high temperature, SBS modified
bitumen roof underlayment.
4.7 Lastobond. 195 is a self-adhering, glass-mat reinforced,, sand-surfaced, SBS modified bitumen roof
underlayment.
4.8 Lastobond is a self-adhering; glass-mat reinforced, sand-surfaced, SBS modified bitumen roof
underlayment.
4.9 Lastobond Eco is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof
underlayment.
4.10 Lastobond Smooth Seal HT'is a self-adhering, glass-mat reinforced, film-surfaced, SBS modified bitumen
roof underlayment.
4.11 RESISTO LB1236 is a self-adhering, glass-mat reinforced, sand-surfaced, SSS modified .bitumen roof
underlayment,with a 36-inch sheet width.
.4.12 PrimeSource Grip-Rite Eave&Valley Protector is a self;.adhering,glass-mat reinforced,sand-surfaced,SBS-
modified
BSmodified bitumen roof underlayment,with a 36-inch sheet width.
4.13 RESISTO LB1244 is a self-adhering, glass-mat reinforced, sand-surfaced, 513S modified bitumen roof
underlayment,with a 44-inch sheet width. .
4.14 Colphene FR GR is a seif-adhering, fiberglass reinforced, granule surfaced, SBS modified bitumen roof
underlayment.
4.15 Unilay (e) is a mechanically attached, polyester reinforced, granule-surfaced, SBS modified bitumen roof
underlayment.
5: UMITATIONS:
5.1 This is a building code evaluation. Neither Trinityl.ERD nor RAbert 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 the HVHZ.
5.3 Fire Classification is not part of this.report; refer to current Approved Roofing Materials Directory for fire
ratings-of this product.
5.4 Soprema Roof 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 AHJ for approval
based on this evaluation combined with supporting data for the prepared roof covering:
5.5 Allowable roof covers applied atop the underlayments are follows:
TABLE 1: ROOF COVER OPTIONS
Underlayment Asphalt Nail-Ori Foam-On Metal Wood Shakes& slate
Shingles Tile Tile Shingles
Lastobond TU HT Yes Yes Yes . Yes Yes Yes
See 5.5:1
Lastobond Shield/Pro HT-N/ Yes No No No Yes Yes
RESISTO SA SMOOTH PLY 40
Lastobond Shield HT/Pro HT-S Yes No No Yes Yes Yes
Lastobond/Lastobond 195 Yes No No No Yes Yes
Exterior Research and Design,LLC. Evaluation Report$18010.06.09-R9
.15ertfflcate0JAathdr1:0don M03 FL2569-R1i
... Revislon 9:10/12/2015
Page 3 of 7
`'E RED
TABLE 1: ROOF COVER OPTIONS
Asphalt Nail-On Foam-On Wood Shakes&
underlayment
Shingles Tile Tile Metal Shingles Slate
Lastobond ECO /RESiSTO
1_61236,Grip-Rite Eave&Valley Yes. No No No Yes Yes
Protector/RESISTO L81244
Lastobond Smooth Seal HT Yes No No Yes Yes Yes
Yes
Colphene FR GR Yes Yes See 55.1 No. Yes Yes
Unilay(e) Yes Yes
Yes Na No No
Batten Only See 5.5.1
5.5.1 "Foam-On Tile" is limited to.use of the following adhesives unless tensile adhesion/long term aging data
from an accredited testing laboratory is provided.
Underlayment Adhesive(s)
Lastobond TU HT 3M 2-Component Foam Roof Tile Adhesive AH-160(FL6332)or Dow Chemical Tile6ondT""Roof
Tile Adhesive(FL717)
Colphene FR GR 3M 2-Component Foam Roof Tile Adhesive AH-160(FL6332)
Unilay(e) 3M 2-Component Foam Roof Tile Adhesive AH-160(FL6332)
5.6 Allowable substrates are noted below:
5.6.1 Direct-Bond to Deck: .
Lastoband Shield, Lastoband Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro
HT-S, Lastobond TU HT, Lastobond, Lastobond 195,.Lastobond ECO, RESISTO LB1236, Grip-Rite Eave &
Valley Protector,RESISTO L81244 or Lastobond Smooth Seal HT applied to:
D Plywood;ASTM D41 primed plywood;OSB;ASTM D41 primed OSB;Southern Yellow Pine;ASTM D41
primed Southern Yellow Pine;ASTM D41 primed structural concrete.
Colphene FR GR applied to:
➢ Plywood;ASTM D41 primed plywood;ASTM D41 primed structural concrete.
Note:
While not required over plywood, OSB or Southern Yellow Pine substrates, Soprema recommends
priming with Elastocol Stick or Elastocol 600c if the final roof cover is not slated for installation within
24 hours.
D Soprema requires tongue-and-groove board decking be covered with plywood or OSB prior to
installation of the self-adhering underlayment.
5.6.2 Bond to-Insulation:
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro
HT-S, Lastobond TU HT, Lastobond,. Lastobond 195, Lastobond ECO, RESISTO LB1236, Grlp-Rite Eave &
Valley Protector,RESISTO LB1244, Lastobond Smooth Seal HT or Colphene FR GR applied-to.:
> Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam-on tile systems-(Lastobond TU HT only),insulation attachment shall be designed by.a qualified
design professional and installed based on testing of the insulatlon/underlayment system in accordance
with FM 4474,Appendix D or TAS 114,Appendix J.
Exterior Research and Design,LLC Evaluation Report 51$010.06.09-119
Cardficatc ofAuthorh ertka 119503 FL2569-R11
Revision 9':10/12/2015
Page 4 of 7
' �
5.6.3 Bond to Mechanlcallv Attached Base Laver:
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro'
HT-S, Lastobond TU HT, Lastobond, Lastobond 195, Lastobond ECO, RESISTO LB1236, Grip-Rite Eave &
Valley Protector,RESISTO LB124.4,Lastobond Smooth Seal HT or Colphene FR GR applied to:
➢ ASTM 0226,Type I or 11 felt;Sopra-G;Modified Sopra-G.
For installations under mechanically attached prepared roof-coverings, base layer shall be attached per
minimum codified requirements. For installations under foam-on tile systems (Lastobond TU HT only),
base layer shall be attached in accordance with FRSA/TR.I April 2012(04-12).
.5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Aprrlications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems;where
the underiayment forms part of the load-path. The following wind uplift limitations apply to underiayment
systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam-on tile applications.
Maximum Design Pressure is the result of testing for wind load resistance based on allowable,wind loads,
and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has
already been applied). Refer to FBC 1609 for determination of design wind pressures.
5.6:4:1 Maximum Design Pressure=-45.0 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional)Elastocol Stick or Elastocol 600c
Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered.
5.6.4.2 Maximum Desien Pressure=-67.5 ri
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: Elastocol600c
Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered.
5.6.4.3 Maximum Design Pressure=-60.0 psf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin
caps(FBC 1517.5.2)spaced 6-Inch o.c.at the 4-inch laps and.6-inch o.c.in three,equally
spaced rows in the center of the sheet.
Underlaymerit: Lastobond TU HT or Colphene FR GR,self-adhered
5.6.4.4 Maximum Design Pressure=-90:0 psf
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Underlayment: Unilay(e) mechanically attached with 5oprafix Polymer Batten Bar (PB6) or Soprafix
Metal Batten Bar(MBB)with Soprema#15-EL fasteners spaced 6-inch o.c.within the 5-
inch wide, self-adhering side laps. End laps are 6-inch wide and sealed using either
heat-welding or hot-air welding techniques.
5.7 Exposure Limitations:
Lastobond, Lastobond 195,Lastobond Eco, Lastobond Smooth Seal HT, RESISTO LB1236, Grip-Rite Eave & i
Valley Protector or RESISTO LB1244 shall not be left exposed for longer than 30-days after installation.
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT or Lastobond
Pro HTS shall not be left exposed for longer than 90-days after installation.
Lastobond TU HT or Colphene FR GR or Unilay(e)shall not be left exposed for longer-than 180-days.after
installation.
Exterior Research and Design,LLC. Evaluation Report S18010,06.09-R9
CertWeate afAuthorkatioa#9503 F1.2569-1111
Revision 9.i0/12/201s.
Page of 7
R1N1TY_ :ERS:
6. INSTALLATION:
'6.1 Soprema Roof Underlayments shall be installed in accordance with Soprema published installation
requirements subject#o 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, and prime the substrate with Elastocol Stick or
Elastoco1'600c(if applicable).
6.3 Lastobond TU HT Lastobond Shield Lastobond Pro HT-N,RESiSTO SA SMOOTH PLY 40,_Lastobatid Shield
HT; Lastoband Pro HT-S,Lastobond Lastobond 195 Lastobond Eco Lastobond Smooth Seal HT.RESISTO
L81236 Grip-Rite Eave&Valley Protector,RESISTO LB1244 or Colphene FR GR:
6.3.1 Shall be installed In compliance with the requirements for ASTM D1970 underlayment in FBC Sections
1507 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile Applicatl6ns:
While priming is optional,Soprema recommends priming with Elastocol Stick or Elastocol 6000 if the-final
roof cover is not slated for'Installation within.24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release.film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel-off the release film diagonally while holding the
membrane tight.•Firmly roll the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
Inches and staggered not less than 2-ft from vertical seams in the course below. All over-granule end-laps
shall be sealed using either heat-welding or hot air welding techniques.
When installing at slopes above 8:12,Soprema recommends back-nailing in the overlap area-at the top of
the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths.Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place,working from the center of the valley or ridge in
each direction: For valleys,apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications(Lastobond TU HT or Colphene FR GR onlvl:
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table I-herein, using the
instructions'noted above as a guideline.
For foam-on tile applications, reference is-made to Section•5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012(04-12).
Tile shall be loaded and staged in a manner that prevents tiie slippage and/or damage to the
underlayment.
Unila e :
6.4.1 Non-Tile Applications or Nail-On Battened Tile Applications:
Reference is made to Table 1 herein and FRSA%TRI April 2012(04-12)Installation Manual(if applicable).
Apply sheet parallel to the roof edge and, starting at the eave with the selvedge-edge upslope,
mechanically attach the S-inch wide selvedge-edge to the wood deck with nails and tin caps or round cap-
nails spaced 36-inch o-c. Apply the second course in a water-shedding manner with self-adhering side-
laps. Vigorous hand or motorized roller pressure is applied to the self-adhering laps to ensure a watertight
application.
Vertical seams should be 6-inches and staggered not less than 2-ft from vertical seams in the course
below. All overgranule end-laps shall be sealed using either heat-welding or hot air.welding techniques.
Exterior Research and Design,I.I.C. Evaluation Report 518010.06.09-119
.CerdficM ofAurh"katlon#9503 F.L2569-01
Revision 9:10/22/20155
Page 6 of 7
T -TY!ESRDRINI
Tile(if applicable)shall be loaded and staged in a manner that prevents tile slippage and/or damage to the.
underlayment'.
6.4.1 Loam-On Tile Applications:
Reference is made to FRSA/TRI April 2012(04-12) Installation Manual, Table I herein and Section 5.6.4.4
herein.
Apply sheet parallel to the roof edge and, starting- at the eave with the selvedge-edge upslope,
mechanically.attach the 5-inch wide selvedge-edge-to the wood deck Soprafix Polymer
lymer Batten Bar(PBB)or
Sopraflx Metal Batten Bar (MBB) with Soprema #15-EL fasteners spaced 6-Inch o.c. Apply the second
course in a water-shedding manner with self-adhering side-laps. Vigorous hand or motorized roller
pressure is applied to the self-adhering laps to ensure a watertight application.
Vertical seams should be 6-inches and staggered not less than 2:-ft from vertical seams in the course
below. All over-granule end-laps shall be sealed using either-heat-welding or hot air welding techniques.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
undedayment.
7. BUI WING PERMIT REQUIREMENTS:
As required by the Building official or Authority Having Jurisdiction in order to properly evaluate the installation of
this.product.
MAWFAcruaws PLANTS:
Contact the manufacturer or the named QA entity for information on plants covered under,Rule 61G20-3 QA
requirements.
9. QUALITY-AssuRANCE ENTITY:
UL,LLC,—QUA9625;(314)578-3406;k.chancellor@us.ul.com
END OF EVALUATION REPORT-
WOW Research and Design,I.I.C. Evaluatlon.Report$19010.06.09-Re
CertdkWepfAuthvr1xoU*n.#9503 FLU69-R11
Revision 9:10/12/2015
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Product Approval Menu>Product or Application Search>Application List>Application Detail
{ FL# FL2847-R8
Application Type Revision
Code Version 2014
Application Status Applied For
Comments
Archived 171
Product Manufacturer Lomanco,Inc
Address/Phone/Email 2101 West Main Street
Jacksonville,AR 72076
(501)982-6511
acarter@lomanco.com
Authorized Signature Andrew Carter
acarter@lomanco.com
Technical Representative Andrew Carter
Address/Phone/Email 2101 West Main Street
Jacksonville,AR 72076
(501)982-6511 Ext 361
acarter@lomanco.com
Quality Assurance Representative Andrew Carter
Address/Phone/Email 2101 West Main Street
Jacksonville,AR 72078
(501)982-6511 Ext 361
acarter@lomanco.com
Category Roofing
Subcategory Roofing Accessories that are an Integral Part of the Roofing System
Compliance Method Evaluation Report from a Product Evaluation Entity
Evaluation Entity Miami-Dade BCCO-EVL
Quality Assurance Entity Miami-Dade BCCO-QUA
Quality Assurance Contract Expiration Date 09/04/2018
Validated By Miami-Dade BCCO-VAL
Certificate of Independence
Referenced Standard and Year(of Standard) Standard Year
Miami-Dade TAS 100(A) 1995
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option C
Date Submitted 08/16/2016
Date Validated
Summary of Products
FL* Model,Number or Name Description
2847.1 Lo-OmniRidge LOR9-4 Gun Nailable 4'Ridge Vent for 9"Cap Shingles
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL2847 R8 II 1-0119-4 13070110.Ddf
Approved for use outside HVHZ:Yes Verified By: Miami-Dade BCCO-EVL
Impact Resistant:N/A Created by Independent Third Party:
Design Pressure:N/A Evaluation Reports
Other:1.Refer to applicable building codes for required FL2847 R8 AE LOR9-4 13070110.odf
ventilation.2.Omni Roll Ridge Vent shall not be installed on
roof hips.3.Omni Roll Ridge Vent shall not be connected at
ridge intersection,nor within 12"of any side wall or roof
protrusion,with a ventilation slot clearance of 12"from such
obstructions.5.Omni Roll Ridge Vent shall not be Installed
on roof mean heights greater than 33 feet.
2847.2 Lo-OmniRoll LOP-30 30'Gun Nailable Shingle Over Ridge Vent
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL2847 R8 II LOR-30 13070111.odf
Approved for use outside HVHZ:Yes Verified By: Miami-Dade BCCO-EVL
Impact Resistant:N/A Created by Independent Third Party:
Design Pressure:N/A Evaluation Reports
Other: 1.Refer to applicable building codes for required FL2847 R8 AE LOR-30 13070111.Ddf
ventilation.2.OmniRidge Vent shall not be installed on roof
mean heights greater than 33 feet.
2847.3 OmniRidge OR-4 4'Shingle Over Ridge Vent
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL2847 R8 II Lomanco OR-4-NOA 16051027.Ddf
Approved for use outside HVHZ:Yes Verified By: Miami-Dade BCCO-EVL
Impact Resistant:N/A Created by Independent Third Party:
Design Pressure:N/A Evaluation Reports
Other:1.Refer to applicable building codes for required FL2847 R8 AE Lomanco OR-4-NOA 16051027.odf
ventilation.2.OmniRidge Vent shall not be installed on roof
mean heights greater than 33 feet.
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