HomeMy WebLinkAboutProduct Approval Florida 131,111dilIg COCIC 01111I10 Page I of 2
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Product Approval
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FL 4 FLI6048-R3
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer TRI-BUILT Roofing Products
Address/Phone/Email 9050 Louisiana Street
Merrillville, IN 46410
(201)842-2449
clavid.rL)lz@LrlbtiliLiliaterialsgrotil).coiii
Authorized Signature David Ruiz
(lavirJ.ruiz@tribuiltriiateriaisgroul).coiii
Technical Representative David RU1Z
Address/Phone/Email 250 Route 17 North
East Rutherford,NJ 07073
(201)847.-7449
Elavid.ruiz@tribuiltii)ateri,llsgroul).coiii
Quality Assurance Representative
Address/Phone/Email
Category Rooting
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Qualify Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/16/2017
Validated By John W, KnLzovich,PE
WI Validation Checklist-Hardcopy Received
Certificate of Independence F-1-160,18 R3 COI 201`_01C01Mtjnjine!L.f)Al[
Referenced Standard and Year(or Standard) Y-e.-,tr
ASTM D1970 2009
ASTM G155 2005
FRSA/l-IU April 2012(U4-12) 2012
TAS 103 1995
Equivalence of Product Standards
Certified By
Sections front the Code
app cltl.�isi)x?l)ai-Ciiii=wG]7-VXQwtD(Itl-"I:Ijii(lYiN[)Wi-... 1/19/2016
3
1'101'X1£1 I3ll I lcllllg CO(IC 011llllC Page; 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 10/08/2015
Date Validated 10/19/2.015
Date Pending FBC Approval 10/21/2015
Date Approved 12/15/2015
Sununary of Products
FL# Model,Number or Name Description
16048.1 TRI-BUILT Roof Underlaynlents Self-adhering,modified bitumen roof underlaynlenLs
Limits of Use Installation Instructions
Approved for use in HVHZ:No LL,IGQQE3 R3 11_2015 1.0 I_INAL ER TRI-
Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS 1-I-16048-RIlicif
Impact Resistant:N/A Verified By: Robert Nieminen PE-59166
Design Pressure:+N/A/-45 Created by Independent Third Party:Yes
Other: 1.)The design pressure noted herein pertains to use Evaluation Reports
of foam-on tile systems overtop the self-adhering FL16048 R3 AE 2015 10 FINAL ER TRI-
underlayment for one particular application,See ER Section BUILT UNDERLAYMENTS FI 16048-R7.p(lf
5.6 for details.2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party:Yes
Use.
na�h Naa1
Contact Us::1940 North Monroe Street.Tallahassee Ft,32399 Phone•850.087-1824
The Slate of Florida Is an AA/EEO employer.Lodvriahl 2007-2013 Stale of Flornlam privacy Statement::Accessibility Statement::(lefund Statement
unre,,Florida law,email addresses are public records.If you no not want your a-mall address released in response to a public-records request,do riot sena
electronic mail to this entity.Instead,contact the ol6ce by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department vdlh an email address if
they have one.the-emads 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 rddch can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here
Product Approval Accepts:
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MOM–
http://www.11oi-idabuilding.oi-g/pr/pr_app_cltLaspx?paranl=wGLVXQwtDgtPPnlclYiNO Wi-... 1/19/2016
EXTERIOR RESEARCH& DESIGN, LLC.
Certificate of Aathoriza tion#9503
�RINIOXFORD,
ERD 353 CHRISTIAN
STREET C NIT 1113
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
Allied Building Products Corp. Evaluation Report A42960-10.12-R3
dba TRI-BUILT Roofing Products FL16048-113
9050 Louisiana Street Date of Issuance:10/25/2012
Merrillville, IN 46410 Revision 3: 10/08/2015
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 5111 Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT 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 5.
Prepared by: ,ttttrr,,,
'r`Cj'fSKo•5?tion'//L
OF
Robert J.M.Nieminen,P.E. IhefacsimilesealappcaringwasauthurlmdhvH.botNio.fl—.,
V.E.on 10/08/2015.Thusd.--1 serve ns.,n nlact,nnicallysigneA
Florida Registration No.59166, Florida DCA ANE1983 h.,,d-pivs have hn n tram—.hwd to 0,'.
Product Approval Adrnlnlsuator and to the mm�ed client
CERTIFICATION OF INDEPENDENCE:
1. Trinityl ERD 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. Trinityl ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,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 Nieminen,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 TrinitylERD 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.
Qtf�'INIP( ERD
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems, where
the underlayment forms part of the load-path, The following wind uplift limitations apply to direct-deck
underlayment 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 Dsf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional)ASTM D41
Underlayment: Tri-Built S/A HTTU Underlayment,self-adhered.
5.7 Exposure Limitations:
5.7.1 Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
5.7.2 Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT published installation
requirements 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,and prime the substrate(if applicable).
6.3 Tri-Built Sand-R SA Shingle Underlayment Tri-Built S/A HT TU UnderlaVinent or Tri-Built Smooth HT S/A
Underlayment:
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 applications:
While priming is optional,TRI-BUILT recommends priming the deck 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, Allied Building Products Corp 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(Tri-Built S/A HT TU Underlayment only);
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R3
cerfiffrate of Aathodrotion#9503 FL16048-R3
Revision 3:10/08/2015
Page 4 of 5
TRINITY ERD
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA re(jUirernents.
9, QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625;(314)578-3406; k.chancellor@us.ul.com
END OF EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-113
Cerrificote of Authorization#9S03 FLIGOA8-10
Revision 3:10/08/2015
Page 5 of 5
fRIN ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT, have demonstrated coni pliance
with the following 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.
2. STANDARDS:
Section Property Standard Year
1507.2.4,1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2009
1507.4.5.1,1507.5.3,1507.7.3
1504.6 Accelerated Weathering ASTM G155 200S
1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012
1523.6.5.2.1 Physical Properties TAS 103 1995
3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties 540540.11.13 11/19/2013
ERD(TST6049) Physical Properties 540540.03.14 03/26/2014
ERD(TSTG049) Physical Properties 544870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-1 04/1.0/2014
ERD(TST6049) Physical Properties S44870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014
ERD(TS-1.6049) Physical Properties 543530.05.14 05/28/2014
ERD(TST6049) Physical Properties 540540.10.14 10/31/2014
ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015
UL,LLC,(QUA9625) Quality Control Multiple-Listing R16814 09/04/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering-Underlayments:__-_____--•
(\4.1.1 Tri-Built Sand-13 SA Shingle Underlay ment.Is a self-adhering, glass-mat reinforced, sand-surfaced, SBS
modified bitumen roof Underlayment,with a 36-inch sheet width.
4.1.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified
bitumen roof underlayment
4.1.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering,glass-mat reinforced,film-surfaced,SBS modified
bitumen roof underlayment.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD 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 the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-113
Certlflcate OfAuthorization#9503 FL16048-R3
Revision 3:10/08/2015
Page 2 of S
1
C
TRINITY" ERD
5.4 TRI-BUILT 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 as follows:
TABLE 1: ROOF COVER OPTIONS
Asphalt Wood Shakes
Underlayment Shingles Nail-On Tile Foarn On Tile Metal &Shingles Slate
Tri-Built Sand-R SA Shingle Yes No No No Yes Yes
Underlayment
Tri-Built S/A HT TU Yes
Yes Yes Yes Yes Yes
Underlayment See 5.5.1
Tri-Built Smooth HT S/A Yes No No Yes Yes Yes
Underlayment
5.5.1 "Foam-On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long
term aging data from an accredited testing laboratory is provided.
Y Tri-Built S/A HT TU Underlayment with 3M`2-Component Roof Tile Adhesive AFI-160(FL6332) or Dow
TileBond"' Roof Tile Adhesive(FL717)
5.6 Allowable substrates are noted below:
5.6.1 Direct-Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
r Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; ASTM D41 primed structural
concrete.
While not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT recommends priming
the deck if the final roof cover is not slated for installation within 24 hours, Note: TRI-BUILT 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:
Tri-Built S/A HT TU Underlayment applied to:
Y> 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,insulation attachment shall be designed by a qualified design professional and
installed based on testing of the insulation/underlayment system in accordance with FM 4474,Appendix D
or TAS 114,Appendix J.
5.6.3 Bond to Mechanically Attached Base Laver:
:- ASTM D226,Type I or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minirnum codified requirements. For installations under foam-on tile systems,base layer shall be attached
per minimum requirements of FRSA/TRI April 2012(04-12).
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R3
Certificate of Authorization 49503 FUG048-R3
Revision 3:10/08/2015
Page 3 of 5
f
I1IIAMI-DADS COUNTY
MIAMI•DADE, i PRODUCT CONTROL SECTION
11805 SbV 26 Succt_ Room 2(l8
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami.Florida 33175-2,17,1
BOARD AND CODE ADNIINISTRATION DIVISION T(786)315-259017(796)315-2599
NO'V'ICE OF ACCEPTANCE (NOA)
GAT
1 Campus Di-Jive
Parsippany,NJ 07054
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 Mianli-Dade County RER -Product Control Section to be
used in Mianli Dade County and other areas where allowed by the Authority I-laving.lurisdiction (AI-IJ).
This NOA shall not be valid after the expiration date stated below. The Mianli-Dade County Product Control
Section (In Mianli Dade County) and/or the AHJ (in areas other than Mianli 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 nlanu(aclurcr WIII incur the expense 01' such testing and the AM may immediately
revoke, modify, or suspend the use of'such product or material within their_jurisdiction. RER reserves the right to
revolve this acceptance, if' it is determined by Mianli-Dade County Product Control Section that this product or
material fails to meet the requirements ofthe applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
I➢TSCIuPTION: ( I Il=itttberline liI) Tin>tbcrline Natuo•al Shadowf',and Timberline American harvest
Shingles
LABELING: Each unit shall beat'it permanent label Willi the nlanutilctllrer's nallle or logo, City, state and following
statement: "Mianli-Dade County Product Control Approved", unless otherwise noted herein.
RE,NEWAIL 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: 'file 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 shall be done
in its entirely.
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 Building Official.
This NOA revises NOA 13-0419.04 and consists of pages I through 6.
The submitted doCllmClltation was reviewed by Juan E. Collao, R.A.
7 n
l I NOA No.: 14-1022.20
MIAMI•DADBCOUNTY I Expiration Date: 02/21/17
Approval Date: 02/05/15
�_:' Page I of 6
ROOFING ASSEMBLv APPROVAL
Category: Roofing
Sub-CateLrory: Asphalt Shingles
Materials: Laminate
Deck Type: Wood
SCOPE
This approves GAF Timberline HD Timberline Natural Slladom""',and Timberline Aincri6n Harvest t"'
Shingles as manufactured by GAF as described in Section 2 of*this Notice of Acceptance.
PRODUCT DESCRIPTION
Product Dimensions Test Product Description
Specifications
wMFFOTTIFFI�ireffiiife�Ffw 13 x 39'/8• TAS 110 Fiberglass reinforced heavyweight asphalt
maniffticturing roof shingle, with a laminate profile
Loccitions#1,2,3,4,5,6,7
GAF Timberline Natural 13 x 39'/8• TAS 110 Fiberglass reinforced heavy weight asphalt
Shadow" roof shingle, with a laminate profile
Manu fact in-ing
Locations#1,2,3,4,5,6,7
GAF Timberline American 13 39'/8• TAS 110 Fiberglass reinforced heavy weight asphalt
HarvesC' rool'shingle,with a laminate profile
M'1'
aniffucluring
Locutions#2,4,5,6
MANUFACTUIZING LOCATION
1. Tampa, 1--l'
2. Michigan City, FN
3. Baltimore, MD
4. Myerstown, PA
5. Ennis"I'X
6. Tuscaloosa,AL
7. Dallas,TX
XMIAMI-DADE CO=UNTY NOA No.: 14-1022.20
Expiration Date: 02/21/17
Approval Date: 02/05/15
Page 2 of 6
EVIDENCE SUBMITTED
Test Agency Test Identifier Test Nalllc/IRenort Date
Underwriters Laboratories, Inc. ASTM D3462 I ICA48924 10/24/11
Underwriters Laboratories, hae ASTM D3462 l OCA21994 04/22/11
Underwriters Laboratories, Inc ASTM D3462 1 OCA28717 07126/1 I
Underwriters Laboratories, Inc. ASTM D3462 05CA47541 11/10/06
Underwriters Laboratories, Inc. ASTM D3462 06CA31580 11/30/06
PRI Asphalt Technologies, Inc. ASTM D3462 GAF-101-02-02 11/02/05
Underwriters Laboratories, Inc. ASTM D3462 06NK05159 08/09/06
PRI Asphalt Technologies, Inc. ASTM D3462 GAF-098-02-02 11/08/05
Underwriters Laboratories, Inc. ASTM D3462 02NK41809 08/11/02
Underwriters Laboratories, Inc. ASTM D3462 03NK26444 10/17/03
Center for Applied Engineering ASTM D3462 257989 05/13/97
Underwriters Laboratories, Inc. TAS 107 OINK45803 04/13/94
Underwriters Laboratories, Inc. TAS 107 06NK05159 08/09/06
Underwriters Laboratories, Inc. TAS 107 04NK04273 02/20/04
Underwriters Laboratories, Inc. TAS 107 05CA42840 1 1/1 1/05
Underwriters Laboratories, Inc. TAS 107 02NK4181 1 1 1/1 1/02
Underwriters Laboratories,Ine. TAS 107 03CA35209 10/17/03
Underwriters Laboratories, Inc. TAS 107 04CA13850 08/30/04
Center for Applied Engineering TAS 100 257989 04/01/97
PRI Asphalt Technologies. Inc. TAS 100 GAF-044-02-01 01/13/04
PRI Asphalt Technologies, Inc. 'rAS 100 GAF-098-02-01 11/08/05
PRI Asphalt"Cechnologies, Inc. TAS 100 GAF-101-02-01 11/09/05
PRI Asplialt Techno logics, Inc. TAS 100 GAF-I 16-02-02 03/23/06
PRI Asphalt Technologies, hic. TAS-100 ELK-083-02-01 10/16/02
ELK-084-02-01 10/15/02
ELK-085-02-01 10/14/02
ELK-086-02-01 10/24/02
ELK-087-02-01 10/21/02
ELK-088-02-01 10/16/02
ELK-107-02-01 10/09/03
ELK-108-02-01 10/09/03
ELK-109-02-01 10/09/03
LIMITATIONS
f. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for
fire ratings of this product.
2. Shall not be installed on roof mean heights in excess of 33 ft.
3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 61 G20-3 of the Florida Administrative Code.
MIAMI-DADE CpUNTY
NOA No.: 14-1022.20
... SA Expiration Date: 02/21/17
Approval Date: 02/05/15
Page 3 of 6
INSTALLATION
1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115.
2. Plashing shall be in accordance with Roofing Application Standard RAS 115
3. The manufacturer shall provide clearly written application instructions.
4. Exposure and course layout shall be in compliance with Detail W, attached.
5. Nailing shall be in compliance with Detail '13% attached.
LABELING
Shingles shall bear the imprint or identiliable marking of' the manufacturer's name or logo, city and state of
manufacturing facility, and following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade
County Product Control Seal as shown below.
MIAMI•DADE COUNTY
BUILDING PERMIT REQUIREMENTS
1. Application for building permit shall be accompanied by copies of the following:
1.1 This Notice of Acceptance.
1.2 Any other documents required by the Building Official or the applicable code in order to properly
evaluate the installation of this system.
NOA No.: 14-1022.20
MIAMI•DADECOUNTY Expiration Date: 02/21/17
Approval Date: 02/05/15
Page 4 of 6
DETAIL A
COURSE LAYOUT
DECK
FULL
5th
17" OFF 4th
11" OFF 3rd
6" OFF 2nd
FULL 1 st
NOA No.: 14-1022.20
MIAMI•DADECOUNTY Expiration Date: 02/21/17
Approval Date: 02/05/15
Page 5 of 6
DETAIL B
OVERALL DIMENSIONS AND NAILING PATTERN
39-3/8"
(tm)
14-1/2"-17-1/2" 14-1/2"-17-1/2" --�
(368-445mm) (368.445mm) ail guide line
,9 9-1/2"
1 3-1/4•ii �� � f�-1/2"-9-1/Z.,
pss-2afmm) (Ifi5-241m1 5.314"-6-1I4"
(337n1m) _ v �— _• —— (146mm-159mm)
03-64 from bottom of shingle
-7
elf seal
adhesive
on back
ENHANCED NAILING PATTERN - six nails per shingle*
required by some local codes and required for enhanced wind coverage on certain products.
See limited warranty for details.
These shingles MUST be nailed a nominal 6" (152mm)from bottom of
of shingle, above the cut outs, as shown. Nails must not be exposed.
END OF THIS ACCEPTANCE
Qt•DADEUNTY 1VOA No.: 14-1022.20
• Expiration Date: 02/21/17
Approval Date: 02/0.5/15
Page 6 ot•6
0210812017 12:48 All Area Roofing (FAR)772 464 6600 P.00810 12
M 1�DADE MIAMI-DADS COUNTY
1 PRODMT CONTROL SECTION
pEYARTMENT OF REGULATORY AND ECONOMIC RESOURCES[RER) 11805 SW 26 Street,Room 208
BOARD AND CODE AA1VilKISTRA'TION DIVISION Miami,Plorida 33175-2474
T(786)315-2590 F(786)3152599
NOTICE OF ACCEPTANCE(NOA) v n►inmidade. ov/economy
Sun-Tek Manufacturing,Inc.
10303 General Drive
Orlando,FL 32824
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construotion
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(Iii 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 duality 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 invoke, modify, or suspend the use of such product or material within their jurisdiction. UR
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:Hurricane Self plashing(HSF)Aluminum Skylight
APPROVAL DOCUMENT:Drawing No.HSF-002,titled"HSF",sheets 1 and 2 of 2,dated 01/27/2001,
with revision dated 05/0412015,prepared by Sun-Tek Manufacturing,Inc.,signed and sealed by James D.
Wells,Jr.,P.B.,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 INTACT RATING; Large and Small Missile Impact Resistant
LABELING:)each unit shall bear a permanent label with the manufacturer's name or logo,city,state,
model/series 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 andthere 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 NTOA.Failure to
comply with any section of this NOA shall be cause for termination mud removal of NOA.
ADV-E RTIS)EMENT: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 shall 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 Building Official.
This NOA revises&renews NOA,#12-0424.05 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 Rylmy A.Makal,P.E+.,M.S.
NOA No.15-0513.07
MEAMMADE COUNTY llxpiration Date:01/10/2021
1 1
l j/0 5-/Z,0 Approval Date: 11/05/2015
Page 1
0210812017 12:48 All Area Roofing TAK)772 464 6600 P.0091012
Sun-Tek Manu€acturinp,2 Inc..
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
I. Drawing No.HSF--002,titled"HS)F",sheets 1 and 2 of 2,dated 01/27/2001,with revision
dated 12/15/2010,prepared by Sun-Tek Manufacturing,Jnc.,signed and sealed by James D.
W4s,Jr.,P.E.
B. TESTS "Submitted under NOA #11-0104-09"
1. Test reports on 1)Air Infiitration Test,per HBC,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)Largo Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Fest,per IBC 2411 3,2.1,TAS 202-94
along Nmith marked-up drawings and installation diagram of HSF Polycarbonate Aluminum
Fixed Skylights,prepared by National Certified Testing Laboratories,Test Reports No.210-
3716-1.,dated 11/2212010,with a revision dated 03/0712010,signed and sealed by Gerard J.
Ferrara,P.E.
C. CALCULATIONS "Submitted under NOA#11-0104-09"
1. Anchor calculations prepared by I&L Wells Consulting LLC,dated 01/04/2011,signed and
sealed by James D.Wclls,Jr.,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Permitting,linvironment,and Regulatory Affairs(FIBRA)
E. MATERIAL CE12TWICATIONS
1. Notice of Acceptance No. 12-0110.04 issued to Palram Americas,Inc.for their"Corrugated
and Flat Polyoarbonate Panels",approved on 02/23/2012 and expiring on 01/22/2016.
2. Notice of Acceptance No.08-0305.02 issued to SABIC Innovative Plastics for their"Lexan
Sheet Products"approved on 04/24/2008 and expiring on 07/17/2013.
3. Notice of Acceptance No.10-0329.03 issued to Sheffield Plastics,Inc.,for their"Makrolon
Polycarbonato Sheets"approved on 07/07/2010 and expiring on 08/27/2012.
F, STATEMENTS
I. Statement letter of code conformance to 2010 FBC issued by J&L Wells Consulting LLC,
dated 04/25/2012,signed and sealed by James D.Wells,Jr.,P.E.
"Submitted underNOA#11-0104-09"
2. Statement letter of code conformance with)?BC 2007 and no financial interest issued by J&L
Wells Consulting LLC,dated 03/17/2011,signcd and sealed by James D.Wells,Jr.,P.E,
y A.Maicar,P.E„M.S.
Product Control Section Supervisor
NOA No.15-0513.07
Expiration Bate:01/10/2021
Approval Date., 11/05/2015
1✓->r
0210812017 12:48 All Area Roofing f AX}712 464 6600 P.0101012
Sun-Tek Manufacturing,Inc.
NOTICE OE ACCEPTANCE; EVIDENCE SUBMITTED
NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.HSF-002, titled "HS.r"', sheets 1 and 2 of 2, dated 01/27/2001, with
revision dated 05/04/.2015,prepared by Sun-Tek Mant fi aeturing,,Inc., signed and
seated by James D. Wells, Jr.,P.E.
B. TESTS
1. None,
C. CALCULATIONS
1. None,
D. QUALITY ASSURANCE
1. By Miami-Dade County, Regulatory and Economic Resources Department(RE.R).
E. MATERIAL CERTIFICATIONS
1. None.
STATEMENTS
I. Statement letter of code conformance to 2014 FISC issued by J&,L Wells Consulting LLC,
dated 0510512015,signed and sealed by Jaques D. Wells, Jr.,P.E,
jifirmy A.Maiiar,P.)Q, M.S.
Product Control Section Supervisor
NOA No.I5-0513.07
Expiration Date;01110/2021.
Approval pate:11/05/2015
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PARTNAME: PRODUCTORAWING ISHEET 1 OF 2 O
DRAWN BY: L.R.REED DWG.lttiSFAD2 V
OUTER DOME.093 POLYCARBONATE SILCONE DOME SEAL
(Palram Palsun,Sabic Lexan 9034 or SHeffield Makrolon) (CONTINOUS)
N
DECO CLIP.080 p
6063 T-6 ALUMNI UM #6 X 314"HEX HEAD o0
SELF-DRILLING
STI-217 INSULATED AIR SPACE —
8 PER SIDE
ao
0
DECO RING.050
6063 T-5
ALUMNIUM STI-208
BUTYL SEALING TAPE INNER DOME.080
(CONTINOUS) POLYCARBONATE(Palram Palsun, FRAME.080
Sablo Lexan 9034 or Sheffield MaWlon)) 8063 T-6 ALUMNIUM
IL
STI-207Q
CORNERS MITERED O
INSULATION OR AND WELDED
DESIGN PRESSURE RATING co LU
A LU
+-60 PSF AIR SPACE a
LARGE MISSILE IMPACT RESISTANCE PVC:LINER m�eeeratl a: �Z)
STI-300 7amesD.lVe1lv,)r,P.B. z
STS 1000 SEALANT COMPLY WITH SECTION 2612 Cmfessiaa�lEegineeaNa335)b r'-
CONTINOUS UNDER FRAMEq-0
OF THE F
ABOUND PERIMETER F.B.C.BC
OVER HEADS OF SCREWS
J&L WB=COMULTIIQ4 Li.0
NOTE: 1453 krbin►s Circle
(1)ALL ROOF DETAILS SHA LL COMPLY WITH Oviedo,FL 32765
CHAPTER 15 OF THE 2094 FLORIDA BUILDING (4M 4%S40
catllcme or euccilAo.27lQ2
CODE.
(2)4"MINIMUM DISTANCE FROM ANG LE LIP TO �
ROOF SURFACE FOR SHINGLES OR B.U.R.
WITHOUT INSULATION.FOR INSULATION
AND TILE ROOF ADD TILE HEIGHT AND
N
0.2vINSULATION THICK, It NQS HE 4"MINIMUM ozs b
HEIGHT. vsootrcrxevisw a�'i
48 X 1 PHILLIPS PAN HEAD ��cti�ntmmtmAa. o
AtlRL lWPROTRUSION * HmJfinsiwe
TMazo�caI aoo�o��K ROOF DECK MIN 0.8 3616 8 PER SIDE
�^ ootma o 2 j
SIB may
THICKNESS r i1n ' Dy
sFaTe o� � " °LJ°o0
REVJSq� REVISID PRODUOTKUM
�'',.;oks SUN-TEK MANUFAC'T'URING,INC.
L�
r7SF , ) t0003GENERAL DRIVE ORLANDO. FE 32824 •G
DATE:011'27101 E:SCALDWG NO. 1 002 I O
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PART NAME: PLA"VIEW HSF SHEET 2 OF 2D1A�G- :HSF 002
DRAWN BY: L.S.REED
54.50 NOTE:
(1)ALL ROOF DETAILS SHALL.COMPLY WITH n�
4.00 CHAPTER 15 OF THE 2014 FLORIDA BUILDING
6.75 6.75 CODE. 4.00 MIM. a
0.76 o o (2)4"MINIMUM DISTANCE FROM ANGLE LIP TO —
6.001 0.63—►{ ROOF SURFACE FOR SHINGLES OR B.U.R. RIPOOT� -- p
WITHOUT INSULATION.FOR INSULATION SURFACE ar
AND TILE ROOF ADD TILE HEIGHT AND ao
INSULATION Ta ICKNESS TO THE 4"MINIMUM o
N HEIGHT.
o
co �
�f
� 32 FASTENERS FRAME TO DECKN POLYCARBONATE DOME.093 THICK
(Palram Palsun,Sheffield Makro€on or Sabic Lexan 9034))
ID
CVT
In
ra HSF 4646 (0 POLYCARBONATE DOME.080 THICK
L o (Pakam Palsun,Sheffield Mahrolon or Sabic Lexan 9004)
rn o — — w
SYM ERICAL
AL WELLS COI�Iawfl d6�.f�C IingineerofR�at�
1453 Arhlms C'irde 7eones D.NeIE�,3�.PE
Oviedo,PL UM
(407)496.5484 Professional Rngi WIR0.5mib
Cra MUft o7 ALlaFf7A1�OmHa.271tz
71. 32 FASTENERS DECO RING TO FRAME
DESIGN PRESSURE RATING
+-60 PSF PROD,=R rSM
LARGE MISSLE IMPACT RESISTANCE m,a� &,inuleiol;aa
7.
+Y •ICI COfM1[a
FASTENER SCHEDULE FRAME TO DECK FASTENER SCHEDULE DECO RING TO FRAME
#8 X 7 PHILLIPS PAN DEAD SCREWS 96 X 314-HEX HEAD SELF DRILLING SCREWS �tie�ltiti�l�rrf►rig ,
MODEL PER LONG SIDE PER SHORT SIDE MODEL PER LONG SIDE PER SHORT SIDE `�* y�e kap -
4646 8 8 4646 8 8 Na.53616 'k' en
3046 8 6 3046 8 6 = = o
3636 7 7 3636 7 7 ;
2246 8 5 12246 8 5 raox
2222 5 5 12222
�t� 7{FAL �ti
REMSION: J10=011: Pl=um wk1M_
F SUN-TEKHS
10993 UMERAL DRIVE
ltd: its INDUSTRIES, INC. ORLANDO.FL 32824
ATE:OV28M SCALE: DWG NO. HSF-U)2 Co.
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