HomeMy WebLinkAboutProduct Approval i 11/2/20,17 CJI ` � � ? � Florida Building Code Online
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FL# i FL1604S
Application Type Reu+cion I
Code VersionWIT
;�20143t^
Application Status t,' Apptqued 1
Comments
Archived
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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
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Quality Assurance Representative
Address/Phone/Email
CategoryRn fing.
s .g
Subcategory j�UnHeriayments
Compliance Method Evaluation Report from la 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
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Florida License PE-59166
Quality Assurance Entity UL LLC !
Quality Assurance Contract Expiration Date 07/18/2020
Validated By John W.Knezevich,PE
. Validation Checklist'-Hardcopy Received
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Certificate of Independence FL16048 R5 COI 2017 01 COI Nlerninen.Ddf
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j Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2009
ASTM G155 2005
FM 4474 2004
FRSA/TRI April 2012(64-12) 2012
TAS 103 1995
UL1897 2004
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Equivalence of Product Standards
Certified By
https:/twww.floddabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnR8jvxpzSu)Mn io3sDC5hiANxLA%3d%p3d 1/2
I
11/2/2Q17 Florida Building Code Online
Sections from the Code
i
Product Approval Method Method 1 Option D
Date Submitted 06/12/2017
Date Validated 06/13/2017
Date Pending FBC Approval 06/19/2017
Date Approved 08/08/2017
Date Revised 09/25/2017
Summary of Products
r
FL# Model,Number or Name Description
Y �!+�;'
16048.1 TRI BUILT Roof_Underla, ments.__ Self ghertng,mo ire, bitumen:-roof uriderlayments
"�`-
Limits of Use Installation Instructions j
Approved for use in HVHZ: No FL16048 18 II 2017 06 FINAL ER TRI-
Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-RS.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 Evaluation Reports
of foam-on tile systems overtop the self-adhering FL16048 R5 AE 2017 06 FINAL ER TRI-
underlayment for one particular application.See ER Section BUILT UNDERLAYMENTS FL16048-RS.Ddf
5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes
Use.
, I
Bacic Idexi i '
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1
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850487-1824
The State of Florida is an AA/i 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 a-mall 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
455.2751 Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.Imust 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:
=Es i"ME 0
Credit Card
Safe'
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https://www.flofldabuilding.org/pr/pr_app_ U.aspx?param--vGEVXQwtDgtFPmdYiNDWrwipmtAnR8jvxbzSOxbhto3sDC5hiANxLA%3d%3d 212
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#19503
s 353 CHRISTIAN STREET,UNIT#13
.> TRINITY 1 ERD OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
TRI-BUILT Materials Group,LLC E alption Report.A'42960.10:12'-451
PO Box 70 FL��Q48=R5s''
Rutherford, NJ 07070 I Date Ulssl,aiec� 10/25/2012,
(800)516-14856.0 6' `S 's r
�eveseonz5:�06/12/2017 I
SCOPE:
This Evaluation Report is issued under Rule 611320-3 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 5th Edition (2014) Florida Building Code
sections noted herein.
ESCRIPTION:_T.RI BUILT Roof-Under(aymerets
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. Trinityl 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 I 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 be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by:
:9r 1
Robert J.M.Nleminen P.E. The facsimile seal appearing was authorizedbyRobert Nieminen,
+�,'l�j,�� ��p+`• P.E,on06/12/2017.Thisdoes notserveasanelectranicallysigned
Florida Registration No.59166,Florida DCA ANE1983 �' document Signed,sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
j distributing products it evaluates.
2. Trinity I 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.
5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in anyway,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.
TRINITY;ERD
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 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.
I '
2. STANDARDS:
Section Property Standard Year
1504.3.1 Wind Resistance FM 4474 2004
1504.3.1 Wind Uplift UL 1897 j 2004
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 2005
1507.3.3 Installation Practice FRSA/TRI April 2012(0412) 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 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 S44870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties S44870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties S44870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties S43530.05.14 05/28/2014
ERD(TST6049) Physical Properties S40540.10.14 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 09/04/2015.
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017
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:
----------------------
Tri Built S/A.HT TU-UnderlaYntentris a self-adhering, non-woven polyester fabric surfaced, SBS modified
bitumen roof under ayment
4.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS
modified bitumen roof underlayment.
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 y project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
I � '
5.2 This Evaluation Report is not for use in the HVHZ.
Exterior Research and Design,U.C. Evaluation Report A42960.10.12-115
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION �' FL16048-R5
Tri-Built Materials Group,LLC. Revision 5:06/12/2017
Page 2 of 6
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``JTRINI-ry l ERD
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
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 applied atop the underlayments are as follows:
TABLE 1:'Ro0F COVER OPTIONS
Rhalt+�5' Wood Shakes
y i' Nail-On Tile Foam-On Tile Metal Slate
Shtnglesi &Shingles
Underlayment
Tri-Built Sand-R SA Shingle Yes No No No
Yes Yes
Underlayment
:Tri Built 5/�1rHTT�tJv r _ 7 Yes
Yes Yes Yes Yes Yes
_
tllntlerlaymenta ',� ,� v 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.
➢ Tri-Built S/A HT TU Underlayment with ICP Adhesives "Polyset AH-160" (FL6332) or Dow Chemical
"rileBond'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:
➢ 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;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 the 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.
Exterior Research and Design,U.C. Evaluation Report A42960.10.12-RS
Certificate ofAutharization#9S03 FBC NON-HVHZ EVALUATION FL16048-RS
Tri-Built Materials Group,LLC. Revision 5:06/12/2017
Page 3 of 6
5.6.3 Bond to Mechanically Attached Base Laver:
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 (0412) or 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 Authority
Having Jurisdiction.
Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
5.6.4.2 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.
5.6.4.3 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.
5.6.4.4 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.
5.7 Exposure Limitations:
5.7.1 Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Unde'rlayment 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.
Exterior Research and Design,U.C. Evaluation Report A42960.10.12-115
Certificate of Authorization#9503 FBC NON-HVHZ EVAWATION FL160413R5
Tri-Built Materials Group,U.C. Revision 5:06/12/2017
Page 4 of 6
` fffr ryryed
TRINITY�
ER®
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with ,TRI-BUILT Materials Group, LLC
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 UnderlaVment or Tri-Built Smooth HT S/A
Underlavment:
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 Materials Group, LLC 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,broom or hand-press 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,'sealed in accordance with
TRI-BUILT Materials Group,LLC requirements.
When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC' 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 ftom 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.
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 tile slippage and/or damage to the
underlayment.
Tri-Built S/A HT TU Underlayment has met the tile slippage test requirements specified in FRSA/TRI April
2012 (04-12) up to a 10-tile stack to a maximum roof pitch of 6:12 for flat tiles and 5:12 for lugged tiles.
Lugged tiles staged at pitch>5:12 may use alternate staging method (bottom 24ile stack shall be inverted,
followed by 8 tiles high on slope,as shown below).
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-115
Certificate of Authorization#9503 FEC NON-HVHZ EVALUATION FL16049-R5
Tri-Built Materials Group,I.I.C. Revision 5:06/12/2017
Page 5 of 6
TRINITY;ERD
lli iww. w
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Figure 1: Alternate Staging Method
Alternatively, at roof slopes greater than these limitations, all tiles shall be loaded onto a nominal 1"x 2"
horizontal batten to prevent slippage or damage to the underlayment.
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 OA agency for information on product locations cover4for F.A.C. Rule 9N-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406; k.chancellor@us.ul.com
-
END OF EVALUATION REPORT-
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Exterior Research and Design,U.C. Evaluation Report A42960.10.12-R5
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16049-R5
Tri-Built Materials Group,I.I.C. Revision 5:06/12/2017
Page 6 of 6
11/2/2017 ` r � Florida Building Code Online
� � ih Y,Cioifl.Mf •+y
BCIS Home Log in User Registration Hot Topics, Submit Surcharge Stats&Facts. Publications i) FBC Staff BCIS Site Map Links Search
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bFlaida `Product Approval
� USER:Public User
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Product Approval Menu>Product or Application Search>Application List>Application Detail
mow ,•; ,_�.
Application Type Reuisiotrt
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Code Version (0) 4
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 -
i
Product Manufacturer Owens Corning
Address/Phone/Email One Owens Corning Parkway
Toledo,OH 43659
(740)404-7829 i.
greg.keeler@owenscorning.com
Authorized Signature Greg Keeler
greg.keeler@owenscorning.com
i
Technical Representative Mel Sancrant
Address/Phone/Email 1 Owens Corning PKWY'
Toledo,OH 43659
(419)376-8360
mel.sancrant@owenscornig.com
I
Quality Assurance Representative
Address/Phone/Email
I
Category Rooc�fsng6�,
Subcategory 11112�
a�h
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s :
I
Compliance Method Evaluation Report from a Florida,ltegistered Architect or a Licensed 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 05/16/2020
Validated By John W. Knezevich,PEI
iv Validation Checklist-Hardcopy Received
Certificate of Independence FL10674 R12 COI 2016 01 C6I Nieminen.adf
i
Referenced Standard and Year(of Standard) Standard Year
ASTM D3161 2009
ASTM D3462 2009
ASTM D7158 2008
Equivalence of Product Standards
Certified By
hfps://floddabuilding.org/pr/pr_app otl.aspx?param=wGEVXQwtDgtBNbEY5V%2boQTp/`2b6w7ahReglCQ8ucR6ixEA65bxB8ctyag%3dp/o3d 1/2
11/2/2017 Florida Building Code Online
Sections from the Code
I i ,
Product Approval Method Method 1 Option D
i
Date Submitted 04/18/2016
Date Validated 04/19/2016
Date Pending FBC Approval 04/20/2016
Date Approved 06/08/2016
Date Revised 10/10/2017
Summary of Products
i I I
FL# Model,Number or Name Description
(�(�74 1r Owensornfg phaltRoofing �ta6 ta�Ei;r5=tab, ailmafe�?,starter.,an�d,h &r.'idge Iijbies
Shingles and Starters
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL10674 R12 II 2016 04 FINAL ER OC ASPHALT
Approved for use outside HVHZ:Yes SHINGLES FL10674-R12.p_df 1
Impact Resistant: N/A Verified By: Robert J. M.Nieminen PE-59166
Design Pressure: N/A Created by Independent Third Party: Yes
Other:Refer to ER,Section 5. Evaluation Reports
FL10674 R12 AE 2016 04 FINAL ER OC ASPHALT
SHINGLES F1_10674-R12.odfl
Created by Independent Third Party:Yes
Racfe Next i, i
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i
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
i d
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacystatement :;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 pubIlic-records request,do not send electronic
mall 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. .
Safe.
I
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j
I
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https://floridabuilding.org/pr/pr_app_dtl.aspVparam=wGEVXQwtDgtBNbEY5V%2boQT°/`2b6w7ahReglCQ8ucR6ixEA65bxB8ctyag%3d°/g3d 2/2
i
EXTERIOR RESEARCH& DESIGN,LLC.
Certificate of Authorization#9503
353 CHRISTIAN STREET, UNIT#13
ERD OXFORD,CT 06478
TRII�lITY
PHONE: (203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Owens Corning Eafuat Report 137940:02:12;627
One Owens Corning Parkway i� ( 1-10-674--012
Toledo,OH 43659 'ADate oflsivanc" a 02f06%2012�
- esion-;�:; 04Es/2ofi
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 5th Edition (2014) Florida Building Code
sections noted herein.
`DESCRIP_,TION:Owens Corning Asphalt RoofShingles=
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. Tr;initylERD 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 "Trinityi 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 be available for inspection at the job site at the request of the,Building Official.
This Evaluation Report consists of pages 1 through 8.
Prepared by:
•%fi"�'^ ��. �:��� thefacslmllelseal appearing was authorized by Robert Nieminen,
Robert J.M.Nieminen,P.E. 0,�y's.} - P.E.on 04/18/2016.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE1983 document.Signed,sealed hardcoples have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD 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.
5. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in anyway,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.
TRIS HY 1 ERD
I
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Asphalt Shingles
Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated
compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume
through testing in accordance with the following Standards. Compliance is subject to the'lnstallation Requirements
and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard i Year
1507.2.5,R905.2.4 Physical Properties ASTM D3462 2009
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2009
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2008
3. REFERENCES:
KnVtf Examination Reference Date
UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3 02/15/2007
UL LLC(CER9626) Physicals&Wind Resistance 20120516-112453 05/16/2012
UL LLC(TST9628) Physical Properties 06CA20263 04/18/2006
UL LLC(TST9628) Wind Resistance 11CA34308 02/18/2012
UL LLC(TST9628) Physicals&Wind Resistance 4786093137 02/01/2014
UL LLC(TST9628) Wind Resistance 4786126532 02/10/2014
UL LLC(TST9628) Physical Properties Classification letter 02/13/2014
UL LLC(TST9628) Physical Properties Classification letter 10/02/2015
Miami-Dade(CER1592) FBC HVHZ Compliance Various NOAsl Various
UL LLC (QUA9625) Quality Control Service Confirmation,R2453 Exp.08/20/2017
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Classic and Supreme®are fiberglass reinforced,3-tab asphalt roof shingles.
4.1.2 Berkshire®are fiberglass reinforced,4-tab asphalt roof shingles.
4.1.3 Devonshire T11 are fiberglass reinforced,5-tab asphalt roof shingles.
r4-.-14 Duration, TruDefinition® Duration', Duration' Premium Cool, TruDefinitiono Duration® Designer Color
Collection, TruDefinition®Oakridge', Oakridge® and WeatherGuard HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Berkshire' Hip & Ridge Shingles, High Ridge, WeatherGuard' HP Hip & Ridge Shingles, ProEdge Hip & Ridge
Shingles and DuraRidgeT"' Hip&Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles.
4.3 Starter Strip Shingle,Starter Strip Plus and Starter Shingle Roll are starter strips for,asphalt roof shingles.
i
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD 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,I.I.C. Evaluation Report 037940.02.12-R7
CertiTicate of Authorization#9503 F1.10674-1112
Revision 7:04/18/2016
Page 2 of 8
C"N 11-1—,,
NJ TRINITY ERD
5_4 Wind Classification:
5.4.1 All Owens Corning shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and
R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for
use in all wind zones up to Vasd= 150 mph (V„It= 194 mph). Refer to Section 6 for installation requirements
to meet this wind rating.
5.4.2 All Owens Corning hip&ridge shingles,Starter Strip Shingle and Starter Strip Plus noted herein are Classified
in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are
acceptable for use in all wind zones up to Vasd=150 mph (V„It=194 mph). Refer tI Section 6 for installation
requirements to meet this wind rating. r
5.4.3 Classification by ASTM D7158 applies to exposure category B or C and abuilding height of 60 feet or less.
Calculations by a qualified design professional are required for conditions outside these limitations. Contact
the shingle manufacturer for data specific to each shingle.
5.4.4 Refer to Owens Corning published information on wind resistance and installation Limitations.
5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building
Code and F.A.C.Rule 61G20-3.
I i
6. INSTALLATION: j
6.1 Underlayment-'
6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product
Approval,or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3,1507.2.4 or R905.2.3.
2' Asphalt!SFiin�les: , '
6.2.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using
minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following
exceptions:
➢ Berkshire'shingles require minimum five(5)nails per shingle.;
WeatherGuard'HP shingles require minimum six(6)nails per shingle.
➢ Devonshire'"' shingles require minimum six(6) nails per shingle.
➢ Starter Strip Shingle and Starter Strip Plus require minimum five(5)nails per strip.
Refer to Owens Corning published information on wind resistanceand installation limitations.
6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. See figures below for details.
6.2.5 Minimum Nailing—Starter Strip Shingle and Starter Strip Plus:
Felt underlayment Deck Felt uncle enti Deck SelMdhered
7 Weathedocka
Self-adhered undedaymed
WeatherLocke
_ underlayment
Drip_ Drip edge Drip= Dripedga
edge edge
i
Nails located r a Itro��m eave
2'-3"from eave
Install first Self-sealing adhesiveSdfhsearmg adhesive
Starter Stripp Instal fust Starter Strips positioned along eave
shingle tvilh positioned along eave with G"removed
6"removed Starter Strip shingle overhangs eaves and rakes W-3/t" Starter Strip Plus 1 ved+angs eaves and rakes 114"-3/4"
I
Exterior Research and Design,I.I.C. i; Evaluation Report 037940.02.12-R7
Certificate of Authorization#9503 F1.10674-1112
Revision 7:04/18/2016
Page 3 of 8
I
'`moi TRINITY ERD
6.2.6 Minimum Nailing—Classic®&Supreme: IMAM I,
. •
Normal Mansard or Area para Normal Mansard or Area para
Wind Areas High Wind desiraneay Wind Areas High Wind desvanes y
Area pars vientos normaies Areas vierrtos fuerte9 Area para vientos normares Areas vientas fnertes
1• (A) 1" r1, Z' tB 2' r 1° 1�I 7• 7• 2' lB 2• 1"
11" 11• 121 7 121
S'Exposure 6$ir Exposure
Exposieidn l xposi¢i6n
i
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6.2.7 Minimum Nailing—Berkshire":
I
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Seaiant strip sealant strip
La tira de seQador `La&a de sePador
I
1" 81h" 9 Vz 9 VP 8 VP } L•B�h•,, 8�h" 8!ri' B 17 t
I �• 1"J 1 1.1
I ■ '
r i I
I
Standard Fastening Pattern 6-Nail'Fastening Pattern
' I
Seatairt strip
La fila do seihmbr
t•
1" ,
I ,
2" Asphalt roofing cement
Comento de Who de astaho
Mansard or Steep Slope Fastening Pattern
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Exterior Research and Design,L.L.C. Evaluation Report 037940.02.12-R7
Certificate ofAutho►iration#9503 FL10674-R12
Revision 7:04/18/2016
Page 4 of 8
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J TRIM Y f ER®
6.2.8 Minimum Nailing—Devonshire"':
I
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1'- 7" 8e 8t, 8" 7e
I . N r.
paws
Nails
5"5/8'exposure Sealant lo an
Exposid6n de 5-5/8 pulg Ublad6n del sellador r,.t T o 1..;
Ten t"Spots of Asphalt Roof Cement
Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern
6.2.9 Minimum Nailing—Duration®,TruDefinition® Duration, Duration® Premium Cool &TruDefinition• Duration®
Designer Color Collection:
4-Nall Fastening Pattern 6-Nall Fastening Pattern
SutaNaO®fartettl.tp afw vAQth SureNaMfastmbng areawklth
Nall.Typical r Nall.Typical
Y 12" VL 12" 1" 1" 12"
-•`'+naCamba6ve\:f •e M..a ..• O.ramt SmeNv,'+ • ��+,^.�.,�V9m.�-"`• • tV"umJ��O jf •o....c�s...wo—•—
6118"SSlB" 6118"G618- l:� .
9.s.e
R
npmv
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
sure"INM teNne ere&width
/r Nomyplcal
1" 1Z,
q
6781"
1i
2
Four V spots ofA9phalt Roormg Cement
Mansard or Steep Slope Fastening Pattern
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Exterior Research and Design,LLC. Evaluation Report 037940.02.12-117
Certificate of Aathari:ation#9503 FL10674-1112
Revision 7:04/18/2016
Page 5 of 8
I
I'ERD1�RI(�11
6.2.1 Minimum Nailing—Tru Definition®Oakridge",Oakridge":
4 Nail Pattern 6 Nail Pattern
Esquema con 4 ctavos Esquema con 6 davos
i
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r r
1• r
Imo-- 12--
S Big"
2-.5518"Exposure
5 58"EpsuNails Nais
8Posfd6nde65/8 d8- Clam Er► felon d5518 d& 5 518Expore Claros
5 518"ExPosue
Eeposfdonde59/9p1di; Erp dd6nde66/8pdg-
i
Standard Fastening Pattern 6-NailiFastening Pattern
Fastening for Slopes Greater Than 21:12
suroaell�tsstaaing uea wkih
Nsi6rypioat
,2-
i
i
G 071r
I
Faur t°Spots afAsphsit Rooerp Gement
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing—WeatherGuard" HP:
I I
1■ � 6itrotra 6ld�Vbw I
{• -- TWmq1b rill Lir
CA M rtLtMOws i flyeiin
i.
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Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7
Certiftate of Authorization 119503 FL10674-R12
Revision 7:04/18/2016
Page 6 of 9
TRINITY I ERD
6.3 Hip&Ridge Shingles:
6.3.1 Installation of Berkshire' Hip and Ridge Shingles, High Ridge,WeatherGuardo HP Hip and Ridge Shingles and
ProEdge Hip&Ridge Shingles shall comply with the manufacturer's current published instructions,using four
(4) nails per shingle. Installation of DuraRidge'"I Hip & Ridge Shingles shall, comply with the manufacturer's
current published instructions, using two (2) nails per shingle. Refer. to Owens Corning published
information on wind resistance and installation limitations, including the use of hand-sealing for wind
warranties. d
6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.3.3 Minimum Nailing—Berkshire® Hip&Ridge and High Ridge:
Fig.1 9 Fig.2
i
Dire itlngVOnd
' DirflClon A TnpViLW i S418Vfew
Has A Naas Nails,
Y q
Topl. 2" 1
plae
Er
A �•
A 1 I I I I
Exposure EI
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6.3.4 Minimum Nailing—WeatherGuard® HP Hip and Ridge:
Fig.A
Fig.C Hip&Ridge Shingle Fastening l
q q '
i Preuatling Wind
Top View
Direction p I
p
Nails q q
A i I Nails Nails
q q I I g 2"
I A I I I 1
A
♦ T
I
Exposure posure
i c �i re
I.
1 '
I
I
i
.r.
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7
Certificate of Authorization#9503 � FL10674-1112
Revision 7:04/18/2016
Page 7 of 8
'TRIN"I ERCP
6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles:
Prevailing Standard
Wind DirectionFastening
Sealant Stip Pattern
A� 6°Exposure Imo,°li I�r
tFFV11?
Sealant
Fasten 7rh° 16.'Exposure
Cover Exposed1
Fasteners with
Roof Cement
6.3.6 Minimum Nailing—DuraRidgeTm Hip&Ridge Shingles:
Note:The drawings below pertain to minimum,as-tested attachment requirements. Refer to Owens Corning
published installation instructions for their minimum requirements.
Praraitng Wad Diracdas Top View
<—Dirattion dornirunto dr rcpt We en plan
Dimcdondalritntoprodxnirunte II" Vista or I'IH
q
S'
clou
\ 2 h , Orn;ns CollinSuttPlai•: C..—
Claiot� —:.�.'
1 1 I
a 1 I i i a. yl�'•
I� �y V M
JJ
12--
7. LABELING:
7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC
Table 1507.2.7.1/R905.2.6.1.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625; (414)248-6409; karen.buchmann@ul.com
- END OF EVALUATION REPORT-
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7
Certif ate of Authorization#9503 FL30674-1112
Revision 7:04/18/2016
Page 8 of 9
1112ft@17 �=1 �f� Cif "'"1 -Miami-Dade County
Miami-DadeM1Cou j uJ ing
Product Information for N.O.A. 15-0513.07
� I
NOA 95 0513.07 (librarYlQroductoonfr'ot/n6a/1'6o573D7:pdfi
Superseded—By
I
File Status File Approved
File Classification High velocity hurricane zone
Category Roof
Subcategory iSkyligfits Units
I
Material Polycarbonate
Applicant Sun-Tek Manufacturing. Inc. (pc-result detail app.as ?app alias=101593)
Expiration Date January/10/2021
Impact Rate Large and Small Missile Impact
I
Maximum—Design—Pressure—Positive 60
Maximum_Design_Pressure_Negative 60
Description Hurricane Self Flashing(HSF)Aluminum Skylight
G�een_Sustainable Attributes NONE
For a detailed description on the File Status,click the NOA File Status Key. (/b0dincr/pc-result key apn.asp)
Page Last Edited:Wed Jan 25,2017 10:40:27 AM
i
MIAMt•DAD>:
o
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hftp:/twww.miamidade.gov/building/pc-result—app.asp?fldNOA=l 5-0513.07&BasicSearch=Go&Classific'ation=4%2CQuality+Assurance+Service+Agree... 1l1
MIAMI MIAMI-DADE COUNTY
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.minmidade.eovhconomy
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.
IIE --- TIf?N:Flurricane Self, Flashing_(IIESF)-Aluminum-Skyligli
APPROVAL DOCUMENT:Drawing No. HSF 002,titled"HSF", sheets land 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.,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.
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 H lmy A.Makar,P.E.,M.S.
MtAru•DADECOUNTY Expratian�Dafe ra1l10(Z(f21
� � � `royal Dhte�p1l05/�Oa15
Page 1
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. Q_T_EISTS.T"Stibmitted un_de OA #-71=QT0_4=09"_
1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Unifonn 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 2411 3.2.1,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 unrler 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 07/1,7/2013.
3. Notice of Acceptance No. 10-0329.03 issued to Sheffield Plastics,Inc.,for their"Makrolon
I
Polycarbonate Sheets"approved on 07/07/2010 and expiring on 08/27/2012.
I
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.
y A Makar;PSE' M.S.
Pi�oduet;Eontr�1, k0t►onY& riory sor
Expwatl"'ft iY01/_LAS 1-7
ApprovalI)at:&:,4 >/0*
/2015
E-1
a,
Sun-Tek Manufacturing,Inc.
I
I Ia
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
I �
NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. HSF-002, titled."HSF", sheets 1 and,2 of 2, dated,101/27/2001, with
revision dated 05/04/20.15,prepared by Sun-Tek1l4anz1fa*ring; lnc., signed and
! sealed by James D. Wells, Jr.,.P.E.
i ,
B. TESTS
1. None.
C. CALCULATIONS !,
1. None.
I I;
D. QUALITY ASSURANCE 1
1. By Miami-Dade County, Regulatory and Economic)Resources Department (RER).
I
I
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.
II
1
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PART NAME: PRODUCT DRAWING ISHEET 1 OF 2 R
DRAWN BY: L.B.REED -- -- DWG.*HSF-002
OUTER DOME.093 POLYCARBONATE SILCONE DOME SEAL
(Palram Palsun, Sable Lexan 9034 or SHeffield Makrolon) (CONTINOUS)
DECO CLIP.060
6063 T-6 ALUMNIUM #6 X 3W1 HEX HEAD
STI-217 INSULATED AIR SPACE SELF-DRILLING
8 PER SIDE
DECO RING.050
/r 6063 T-5
ALUMNIUM STI-208
BUTYL SEALING TAPE INNER DOME.080
(CONTINOUS) POLYCARBONATE(Palram Palsun, FRAME.080
Sable Lexan 9034 or Sheffield Makrolon)) 6063 T-6 ALUMNIUM
IL
STI-207 U
CORNERS MITERED O
DESIGN PRESSURE RATING INSULATION OR AND WELDED vCO
+-60 PSF AIR SPACE
LL
LARGE MISSLE IMPACT RESISTANCE PVC LINER EnlofRecon�
STS 1000 SEALANT STI-300 . Jann D.Wo11e,Jr.,P.B. Z rn
CONTINOUS UNDER FRAME COMPLY WITH SECTION 2612 ProfessionalBngi mNo.53616 o
AROUND PERIMETER OF THE F.B.C. a
OVER HEADS OF SCREWS J&L WELLS CONBULMNOLLC
NOTE: 1459 Arbkm Circe
_(1)_ALL ROOF DETAILS SHALL COMPLY WITH ___ _me&,FL 32765
CHAPTER 15 OF THE 2014 FLORIDA BUILDING (�4os489.
OeldEloalo of Amharbatlao No.171QQ
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_HEIGI7lj AND --
- -- - - ozs - -- -- - ---- ----— - - --- --i- - - - �---- -
INSULATION THICIC�16 �+16�THE 4"MINIMUM
HEIGHT. .�`� ° nrr $�4i „ MODUCrRE W1011
r� O '6F�y #8 X 1 PHILLIPS PAN HEAD nam�aymyNa-e,6oFtaddo
MINI.1/,"PROTRUSION �* Baildi woods
THROUGH ROOF OECK ROOF DECK MIN = .53616 ' 8 PER SIDE
91-THICKNESS
.tn we B
STATE p�F � ucl canon a"'
REVISION: REVISION: PRODUCT NAME: �� �ORID 1'
19r- INI: �''��;ONA1lit, .����.��� SUN-1Ta3mcKFN�+.oN,UF RCT RING, INC.
2.15.10 IDATE:01127101 I SCALE: I DWG No. F-002
ART NAME:"PLA IE 'H F) SHEET 2 OF
DRAWN BY: L.B.REED DMAHSF-002
54.50 NOTE:
4.00 (1)ALL ROOF DETAILS SHALL COMPLY WITH
6.75 CHAPTER 15 OF THE 2014 FLORIDA BUILDING
6.75 � CODE. 4.00 MIM.
6.75 00 (2)4 "MINIMUM DISTANCE FROM ANGLE LIP TO LIP TO
—► 6.00 IF 0.63- �{ T ROOF SURFACE FOR SHINGLES OR B.U.R. ROOF
WITHOUT INSULATION.FOR INSULATION SURFACE
AND TILE ROOF ADD TILE HEIGHT AND
INSULATION THICKNESS TO THE 4"MINIMUM
N HEIGHT.
0
0 m
ti 7.2A.TE7NER.FFRAME TO DECK r POLYCARBONATE DOME.093 THICK
0 I m (Palram Palsun, Sheffield Makrolon or Sabic Lexan 9034))
N_
HSF 4646 co POLYCARBONATE DOME.080 THICK
�o — (Pajram Palsun,Sheffield Makrolon or Sabic Lexan 9034)
go cc)(O SYME ERICAL 0
AL WmIa CONSIILmo ug g eer ofReconl;
lOvMado.M 453 Ad*=0 Jabs D.Welk Jr.,P.E.
(4M4%-gU Fi 1ui=dEogineuNo.53636
Cadfim a of Ant sizWIM No.2710
32 FASTENERS DECO RING TO FRANE
DESIGN PRESSURE RATING
�-60 PSF MoUDcrRmsw
-- — - - - -L-ARGE- IMPAC-IMPAC-T RESIS-T-ANCE --e"ung Code'�"''°`'�1da -- -
. AcoopimxNo 5-aS/3.o7
on Data
FASTENER SCHEDULE FRAME TO DECK FASTENER SCHEDULE DECO RING TO FRAME
#8 X 1 PHILLIPS PAN HEAD SCREWS #6 X 314 .HEX HEAD SELF DRILLING SCREWS �uti�uluiii
,MODEL--.— PER LONG.SIDE � PERSHORU. E�:MODIEI ,,- PER LONG SIDE PER SHORT SIDE
1;4646 :_.._ _.�, . .._:8_ _. . .. -8 4646_J B 8 =* FVo.53816
3046 8 6 3046 8 6
3636 7 7 3636 7 7 E �1-1 �1
{2246 8 5 _ 2246 8 5 TE OF a
2222 _- 5 `�`- - 5 2222 5 5 ���i�
REVISION: REVISION: PRODUCT NAME:
HSF SUN-TEK 10303
INI. INC. ORLANDO,FL 32824
DRIVEDATE:01/28/01 SCALE: DWG No. HSF-002 INDUSTRIES, INC