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FL# FL16048=R6
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived E_
Product Manufacturer Tri-Built Materials Group,LLC
Address/Phone/Email PO Box 70
Rutherford,NJ 07070
(800) 516-1485
david.ruiz@tribuiltmg.com
Authorized Signature David Ruiz
david.ruiz@tribuiltmg.com
Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North
East Rutherford, NJ 07073
(201) 842-2449
david.ruiz@tribuiltmateriaisgroup.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
L' Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/18/2020
Validated By John W. Knezevich,PE
Wt' Validation Checklist-Hardcopy Received
Certificate of Independence FL16048 R6 COI 2017 01 COI Nieminen.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2015
ASTM G155 2005
FM 4474 2011
FRSA/TRI April 2012(04-12) 2012
UL 1897 2012
Equivalence of Product Standards
Certified By
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnR8jv9FiYHTk4FLCxcgVtRhfvMw°/`3d`/`3d 1/2
3/11/2020 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/25/2017
Date Validated 10/01/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
16048.1 TRI-BUILT Roof Underlayments Self-adhering, modified bitumen roof underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16048 R6 II 2017 09 FINAL ER TRI-
Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R6.pdf
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-150 Created by Independent Third Party:Yes
Other: 1.)The design pressure noted herein pertains to use of Evaluation Reports
foam-on tile systems overtop the self-adhering underlayment FL16048 R6 AE 2017 09 FINAL ER TRI-
for one particular application. See ER Section 5.6.4 for details. BUILT UNDERLAYMENTS FL16048-R6.pdf
2.)Refer to ER Section 5 for other Limits of Use. Created by Independent Third Party: Yes
Back Ptext
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO 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
mail to this entity.Instead,contact the office 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 with an email address If they have one.The emails
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 click here.
Product Approval Accepts:
H M
Credit Card
$afe,' :
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADgtFPmdYiNDWrwipmtAnR8jv9FiYHTk4FLCxcgVtRhfvMw%3d%3d 2/2
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^ .
EXTERIOR RESEARCH h&DESIGN,L�C.
Certificate of Authorization#9503
`~~~~ 3S3CHRISTIAN STREET,UNIT#13
�=n�x������ ����� OXFORD CT 06478
` `�/ M 8��U» `�U X 0 !«�o^�� ,
` ' - — ' | (ZO3)262-924S
EVALUATION REPORT
TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-R6
PO Box 70 FL16048-R6
Rutherford, NJ 07070 Date of Issuance:10/25/2012
(800)516-1485 Revision 6: 09/25/2017
SCOPE:
This Evaluation Report is issued under Rule G1020'3and 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 6th Edition (2017) Florida Building Code
sections noted herein.
Dsscmrrmm: TRI-BUILT Roof Undedaymoents
L«eeums: 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 orthe referenced Quality Assurance documentation changes. Trinity IERDrequires ocomplete review ofthis
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded bythe words "Trinity[ERD 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 beavailable for inspection atthe job site mtthe request ofthe Building Official.
!
This Evaluation Report consists ofpages 1through 6.
Prepared by,
Robert J.&Q.Nienninem^P^E. The facsimile sea]appearing was authorized by Robert
Florida Registration No.5y20�Ro�doDCA AmE�8a �-~"°^' ���o*��o m*��"m�==�°m��a=��"�
' document.
CERTIFICATION nrINDEPENDENCE:
1. Trinity|ExD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products|tevaluates.
2. Trinity]ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
1 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.
5. This isabuilding code evaluation. Neither Trinity|sRDnor Robert Nieminen, P.s. are, inany way, the Designer ofRecord 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.
|
|
/
!
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QFT�INITY 1 ER®
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the 6th Edition (2017)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
1504.3.1 Wind Resistance FM 4474 2011
1504.3.1 Wind Uplift UL 1897 2012
1504.6 Accelerated Weathering ASTM G155 2005
1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical Properties FRSA/TRI April 2012(04-12) 2012
3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) Physical Properties S40540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties S40540.11.13 11/19/2013
ERD(TST6049) Physical Properties 540540.03.14 03/26/2014
ERD(TST6049) Physical Properties 544870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties S44870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014
ERD(TST6049) 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
ERD(TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 12/10/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS
modified bitumen roof underlayment,with a 36-inch sheet width;meets ASTM D1970.
4.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified
bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012.
4.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS
modified bitumen roof underlayment;meets ASTM D1970.
S. LIMITATIONS:
5.1 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.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-116
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 2 of 6
T-i::R
INITY 1 ER®
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
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.5 Allowable Roof Covers:
TABLE 1 .ROOF COVER OPTIONS ;e
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate
Shingles &Shingles
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 the adhesives/underlayment combinations.
TAB[E IA:ALLOWABLE TILE ADHESIVE UNDERLAYIVIENT COMBINATION51,
Adhesive Florida Product Approval Underlayments
ICP Adhesives Polyset®AH-160 FL6332 Tri-Built S/A HT TU Underlayment
DowTileBond'" FL22525 Tri-Built S/A HT TU Underlayment
5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck:
Tri-Built Sand-11 SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Plywood;ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine;ASTM D41 primed structural concrete.
While not required over plywood, OSB or Southern Yellow Pine substrates,TRI-BUILT Materials Group,LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TRI-BUILT Materials Group, LLC 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 Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Dens Deck Prime;SECU ROCK 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 (Tri-Built S/A HT TU Underlayment only), 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.
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-116
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 3 of 6
I�_
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TRINITYIERD
5.6.3 Bond to Mechanically Attached Base Layer:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ ASTM D226,Type I or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam-on tile systems (Tri-Built S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04-
12).
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 FRSA/TRI April 2012(04-12),Appendix A,Table 1A or
FBC 1609 for determination of design wind pressures.
#1 Maximum Design Pressure=-45.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
#2 Maximum Design Pressure=-67.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
#3 Maximum Design Pressure=-150.0 psf:
Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit
adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp
splinters and wood projections shall be removed/sanded.
Primer: (Optional) RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment, self-adhered, shall be thoroughly roll using hand
roller and/or weighted roller to ensure there are no voids, and ensure there are no
voids/bridging at side and end-laps.
#4 Maximum Design Pressure=-60.0 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Soprema 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.
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-116
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 4 of 6
TRINITYI ER®
t
5.6.4.1 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1
design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an
attachment density designed by a qualified design professional to resist the elevated pressure criteria.
Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016 for Zone 2 3 enhancements.
( rY ) /
5.7 Exposure Limitations:
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
Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)):
When loading roof tiles on the underlayment in direct-deck tile assemblies,the maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles.
TABLE 2 TILE SLIPPAGE LIMITATIONS.FOR DIRECT=DECK TILE INSTALLATIONS
Underlayment Tile Profile Staging Method Maximum
Slope
Flat Max.10-tile stack 6:12
Lugged Max.10-tile stack 5:12
Max.10-tile stack(bottom 2-tile stack
shall be inverted,followed by 8 tiles high 6:12
on slope,as shown below)
Tri-Built S/A HT TU
Underlayment
Lugged
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/2S/2017
Page 5 of 6
U K��NV UU |^—«^�'����
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6. INSTALLATION:
6.1 TRI-BUILT Roof Wuderlaymems shall be installed in accordance with TRI-BUILT Materials Group, LLC
published installation requirements subject to the Limitations set.fordh 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 SIA HT TU Underlayment or Tri-Built Smooth HT S
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 under|ayment in FBC Table
15O7.1.1for the type ofprepared roof covering tobeinstalled.
6.3.2 Non-Tile applications:
While priming is optional,TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof
cover|snot slated for installation within Z4hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ftnfrelease 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, pee|'offthe release film diagonally while holding the
membrane tight. Firmly roll,broom mrhand-press the membrane into place toachieve abond.
Horizontal seams should be minimum ]'inches, configured tushed water. Vertical seams should beG'
inchesandgaggeedmotlessthon2-ft from vertical seams inthe course below,sealed inaccordance with
TRI-BUILT Materials Group,LLC requirements.
When installing atslopes above D:1J' TRI-BUILT Materials Group, LLC recommends back-nailing in the
overlap area atthe top afthe sheet at1Z-inuho.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.] :
Reference is made to FR6/VTR| April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above asaguideline.
For foam-on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope ofFRSA/TR|April 2012(O4'12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
undedayment. See Table 2 herein, and TR/'BU|LTK0aterim|s Group, LLC published requirements for tile
staging.
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:
Gulfport,MS
9. QUALITY ASSURANCE ENTITY:
ULLLC—QU49hZ5; (314)578'5406;k.chance||ur@us.u\.com
'END opEVALUATION REPORT'
Exterior Research and Design,uc Evaluation Report o4ayoo.10.1ens
certiftcatenyAuthorization mesua 6"EDITION<20ur>rmcmmw'ovooEVALUATION pL16048-m6
TRI-BUILT Roof unae,uwmrnts;(800)S16-1485 Revision o,oy/z5/zo1r
Page 6vfs
3/17/2)020 �\� -Miami-Dade County
Miami-Dade County Building
Product Information for N.O.A. 17-1023.19
NOA
17-1023.19 �8_(library_/productcontrol/noa/17102319.pdf)
Superseded_By
File Status File Approved
File Classification High velocity hurricane zone
Category Roof
Subcategory Skylights-Units
Material Polycarbonate
Applicant Sun-Tek Manufacturing, Inc. (pc-result detail app.asp?app alias=101593)
Expiration—Date January/10/2021
Impact—Rate Large and Small Missile Impact
Maximum_Design_Pressure_Positive 60
Maximum_Design_Pressure_Negative 60
Description Hurricane Self Flashing (HSF)Aluminum Skylight
Green—Sustainable—Attributes NONE
For a detailed description on the File Status, click the NOA File Status Key_(/building/pg-result key app.asp)
Page Last Edited:Wed Jan 25,2017 10:40:27 AM
MIAMI•I7ADI: -
M
www.miamidade.gov/building/pc-result_app.asp?fldNOA=17-1023.19&BasicSearch=Go&Classification=0%2CUnknown+%2F+Unselected%2C1&appli... 1/1
E
MIAMI-DADE MIAMI-DADS COUN'T'Y
• PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/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 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:Hurricane Self Flashing(HSI)Aluminum Skylight
f
APPROVAL DOCUMENT: Drawing No. HSF-002,titled"HSF", sheets 1 and 2 of 2, dated 01/27/2001,
b Sun-Tek Manufacturing,Inc. signed and sealed b James D. Wells Jr. P.E. on October 06 t
prepared Y g> i� Y >
2017,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,
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 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 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.
3
This NOA revises NOA#15-0513.07 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 lmy A.Makar,P.E.,M.S.
I
MIAMI•DADE COUNTYNOA No. 17-1023.19
4 4 g",�/ Expiration Date: 01/10/2021
Approval Date: 02/22/2018
Page 1
i
r
Sun-Tek Manufacturing,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.HSF-002,titled"HSF", sheets 1 and 2 of 2, dated 01/27/2001,with revision
dated 12/15/2010,prepared by Sun-Tek Manufacturing,Inc., signed and sealed by James D.
Wells,Jr.,P.E.
B. TESTS "Submitted under NOA #11-0104-09"
1. Test reports on 1)Air Infiltration 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 Test per 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 HSF Polycarbonate Aluminum
Fixed Skylights,.prepared by National Certified Testing Laboratories,Test Reports No.210-
3716-1,dated 11/22/2010,with a revision dated 03/07/2010, signed and sealed by Gerard J.
Ferrara,P.E.
C. CALCULATIONS "Submitted under NOA #11-0104-09"
1. Anchor calculations prepared by J&L Wells Consulting LLC, dated 01/04/2011,signed and
sealed by James D. Wells,Jr.,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Permitting,Environment, and Regulatory Affairs (PERA)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 12-0110.04 issued to Palram Americas,Inc. for their"Corrugated
and Flat Polycarbonate 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
Polycarbonate Sheets"approved on 07/07/2010 and expiring on 08/27/2012.
F. STATEMENTS
1. 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 under NOA #11-0104-09"
2. Statement letter of code conformance with FBC 2007 and no financial interest issued by J&L
Wells Consulting LLC, dated 03/17/2011, signed and sealed by James D. Wells,Jr.,P.E.
my A.Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No. 17-1023.19
Expiration Date: 01/10/2021
Approval Date: 02/22/2018
E
i
i
Sun-Tek Manufacturing,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#15-0513.07
A. DRAWINGS
1. Drawing No. HSF-002, titled "HSF", sheets 1 and 2 of 2, dated 01/27/2001, with
revision dated 05/04/2015,prepared by Sun-Tek Manufacturing, Inc., signed and
sealed 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 (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to 2014 FBC issued by J&L Wells Consulting LLC,
dated 0510512015, signed and sealed by James D. Wells, Jr., P.E.
3. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. HSF-002, titled "HSF", sheets I and 2 of 2, dated 01/27/2001,prepared
by Sun-Tek Manufacturing, Inc., signed and sealed by James D. Wells, Jr., P.E., on
October 06, 2017.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County, Regulatory and Economic Resources Department (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to 2017 FBC issued by J&L Wells Consulting LLC,
dated 10106/2017, signed and sealed by James D. Wells, Jr., P.E.
1
elmy A.Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No. 17-1023.19
Expiration Date: 01/10/2021
Approval Date: 02/22/2018
E-2
��14lt1191���f
Engineer of Record: J&L Wells Consulting LLC
James D.Wells,Jr„P.L. 1453 Arbiuls Circle ' q"
Professional Engineer Oviedo,FT.32765 of r
6 No.5361 G {407}416-5489 = v- 536 :11�
Certificate of Authorization No.27162
==� �Q r r
Uj
o_ '
=� Al ®F r -z
PART NAME: PRODUCT DRAWING SHEET OF 2 DWG.#:NSF-002
DRAWN BY: L.B.REED
OUTER DOME.093 POLYCARBONATE SILCONE DOME191MFIWAV-
(Palram Palsun,Sabic Lexan 9034 or SHeffield Makrolon) (CONTINOU )1111!11111
DECO CLIP.060
6063 T-6 ALUMNIUM #6 X 314"HEX HEAD
STI-217 INSULATED AIR SPACE SELF-DRILLING
8 PER SIDE
`�- DECO RING.050
6063 T-5
ALUMNIUM STI-208
i BUTYL SEALING TAPE 1 J INNER DOME.080
(CONTINOUS) POLYCARBONATE(Palram Palsun, FRAME.080
Sabic Lexan 9034 or Sheffield Makrolon)) 6063 T-6 ALUMNIUM
w °"
STI-207
ca �
CORNERS MITERED ¢ Cz
DESIGN PRESSURE RATING INSULATION OR AND WELDED t; w
+_60 PSF AIR SPACE '� a
LARGE MISSLE IMPACT RESISTANCE PVC LINER PRODUCT REVISED
STI-300 as complying wail:the Florie, 2 u)
STS 1000 SEALANT COMPLY WITH SECTION 2613 Building Code
CONTINOUS UNDER FRAMEcceptance No/7- O Z3. �O
OF THE F.B.C.F
AROUND PERIMETER BCEVP. 14"'
LD1 d
OVER HEADS OF SCREWS NOTE: BY Z J
(1)ALL ROOF DETAILS SHALL COMPLY WITH l,fac�trtI + ua CGn of
CHAPTER 15 OF THE 2017 FLORIDA BUILDING
CODE.
(2)4"MINIMUM DISTANCE FROM ANGLE LIP TO
ROOF SURFACE FOR SHINGLES OR B.U.R.
WITHOUT INSULATION.FOR INSULATION
AND TILE ROOF ADD TILE HEIGHT AND
° " INSULATION THICKNESS TO THE 4"MINIMUM
HEIGHT. 48#8 X 1"PHILLIPS PAN HEAD
}INL 11`a,�Ro°c,Ni ROOF DECK MIN 8 PER SIDE
THRa'THICKNESS
REMSI N: RENSIpN: PRODUCT NAME
SUN-TEK MANUFACTURING, INC.
Nc OAT2.15.10 we DRTE:01127141 SCALE: DWG N4. HSF-Q{32 10341 GENERAL DRIVE ORLANDO,pl 32824
I
I L Wells Consulting Ll,C
1453 Arbitm Circle
Engineer of Record:
Oviedo,FL 32765
James D.Wells,Jr.,RE0
(407)496-5489 six=
Professional Engineer No.53616 Certificate of Authorization No.27167
4tc�ATIE
PART NAME: PLAN VIEW HSF Z OE
DVVG.#:HSF-002
—54.50 NOTE: Ili;ON A
400 (1)ALL ROOF DETAILS SHALL COMR'4Wt"I I jxx\
675 CHAPTER 15 OF THE 2017 FLORIDA BUILDING
675CODE,
(q 4.00 MIM.
6.75 0 (2)4"MINIMUM DISTANCE FROM ANGLE11P TO
O�63 — ROOF SURFACE FOR SHINGLES OR B.U.R. LIP TO
.00 1 0 ROOF
WITHOUT INSULATION.FOR INSULATION
AND TILE ROOF ADD TILE HEIGHT AND SURFACE
INSULATION THICKNESS TO THE 4"MINIMUM
HEIGHT-
0
POLYCARBONATE DOME.093 THICK
32 FASTENERS FRAME TO DECK "C (PaIram PaIsun,Sheffield Makrolon or Sabic Lexan 9034))
C> HSF 4646 cP POLYCARBONATE DOME.080 THICK
T-0 i (Palram Palsun.Sheffield Makrolon or SaUto Lexan 9034)
to CI
Ci
SYMETERICAL t6
32 FASTENERS DECO RING TO FRANE
DESIGN PRESSURE RATING
60 PSF
LARGE MISSLE IMPACT RESISTANCE
PRODUCT REVj&f-:Lj
FASTENER SCHEDULE FRAME TO DECK FASTENER SCHEDULE DECO RING TO FRAME as comll)h'ring swill,the rjjjyid?'
#8 X 1 PHILLIPS PAN HEAD SCREWS #6 X 3/4 HEX HEAD SELF DRILLING SCREWS Building Q>de
Accept nceNol'7-1 0 713-)q
MODEL PER LONG SIDE PER SHORT SIDE MODEL PER LONG SIDE PER SHORT SIDE Expimlww
4646 8 84W 8 to
3046 8 6 3046 8 6 By
3636 7 7 3636 7 )Y
2246 8 5 2246 8 7 1 Mow
5
1 2222 1 5 12222 5 5
SN TEK 103=03GEI
U 1��— '() GENERAL
UST
�SIUNDUSTRIES, LAND"
E%A I N, PRODUCINAME: K 10303 GENERAL DRIVE
I INI: IL 0
R� INC-I NC- �R
DM No. HSF-002