The URL can be used to link to this page

Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 2 �r 11 0M i ELI �r� 1 BCIS Home` Log In user Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search Florida a/�)urea actlApproval / r , s�, Product Anmoval Renu>Product or Application Search>Application Lis[>Application Detail Biruff, � FL# FL16048-R4 ` J Application Type Revision Code Version 2014 2 Application Status Approved q t Comments �� Archived ❑ 1 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 f' david.ruiz@tribuiltmg.com G ,"•i , 1 .;� Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North •^/'® East Rutherford,NJ 07073 r 842-2449 david.ruiz@tribuiltmaterialsgroup.com david.ruiz@tribuiltmaterialsgroup.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 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/16/2017 Validated By John W.Knezevich,PE CEJ Validation Checklist-Hardcopy Received Certificate of Independence FL16048 R4 C0I 2016 01 COI Nieminen.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2009 ASTM G155 2005 FRSA/TRI April 2012(04-12) 2012 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND Wr... 1/26/2017 Florida Building Code Online Page 1 of 2 Rom lr� r. BCIS Home Log In ( User Registration Hot Topics Submit Surcharge ( Stats&Facts Publications FBC Staff BCIS Site Map Links Search Florida tr�t. I+�I��USER:Product Product Approval Menu>Product or Aoolication Search>goolication List>Application Detail FL# FL16048-R4 Application Type Revision Code Version 2014 ` Application Status Approved 1� t Comments Archived ❑ _ 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@tribuiltmaterialsgroup.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 ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/16/2017 Validated By John W.Knezevich,PE G Validation Checklist-Hardcopy Received Certificate of Independence FL16048 R4 COI 2016 01 COI Nieminen.odf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2009 ASTM G155 2005 FRSA/TRI April 2012(04-12) 2012 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND Wr... 1/26/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 10/06/2016 Date Validated 10/17/2016 Date Pending FBC Approval 10/19/2016 Date Approved 12/13/2016 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 R4 II 2016 10 FINAL ER TRI- Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R4.Ddf Impact Resistant:N/A Verified By; Robert Nieminen PE-59166 Design Pressure:+N/A/-67,5 Created by Independent Third Party; Yes Other: 1.)The design pressure noted herein pertains to use Evaluation Reports of foam-on the systems overtop the self-adhering FL16048 R4 AE 2016 10 FINAL ER TRI- underlayment for one particular application,See ER Section BUILT UNDERLAYMENTS FL16048-R4.Ddf 5.6.4 for details.2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes Use. Bach Noxt Contact Us::2601 Blair Stone Road.Tallahassee Fl,32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cooyriaht 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 455.2 5(l),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 emaiis 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: ® k M Credit Card Safe http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWr... 1/26/2017 EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization#9503 TRI�I�I � 353 CHRISTIAN STREET, UNIT 913 ERD OXFORD,CT 06478 QOPHONE: (203) 262-9245 FAX:(203) 262-9243 EVALUATION REPORT Allied Building Products Corp. Evaluation Report A42960_10.12-R4 dba TRI-BUILT Roofing Products FL16048-R4 9050 Louisiana Street Date of Issuance:1OJ25/2012 Merrillville, IN 46410 Revision 4: 10J06/2016 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 5ch 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 I 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 5. Prepared by: i ��`y•:.V�v ^ iii• vim•: LU Robert Robert J.M.Nieminen P.E. '%�s'' % •, The facsimile seal appearing was authorized by Robert Nieminen, ' s 'wJ/hq gtnsssss` P.E.an 10/06/2016.This does not serve as an electronically signed document.Signed,sealed hardcoples have been transmitted to the Florida Registration No.59166,Florida DCA ANE1983 Product Approval Administrator and to the.named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD 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. 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 Trinityl ERD nor Robert Nleminen, 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. -f RINITYERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments,as produced by TRI-BUILT,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. 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 2005 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 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 S43530.02.14-1-R1 05/14/2014 ERD(TST6049) Physical Properties S43530.05.14 05/28/2014 ERD(TST6049) Physical Properties 540540.10.14 10/31/2014 ERD(T5T6049) 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-Adherine:Underlayments: 4.1.1 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. 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. S. 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 A42960.10.12-R4 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-R4 Revision 4:10/06/2016 Page 2 of:5 F)o TRINITY ERD 5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is. specifically referenced within F.BC 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: Underlayment Asphalt Nall-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 Underlayment See 5.5.1 Yes Yes Yes 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 3M'" 2-Component Roof Tile Adhesive AH-160 (FL6332) or DowTileBond'"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 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: Trl-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Trl-Built Smooth HT S/A 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 (Tri-Bulit 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. 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).. Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R4 Certificate afAuthoriratlon#9503 FBC NON-HVHZ EVALUATION FL16048-R4 Revision 4:10/06/2016 Page 3 of_5 ��TRINITYIERD 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2022 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on tile systerns,where the underlayment forms part of the load-path. The following wind uplift limitations apply to d irect-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 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional)ASTM D41 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 AHJ. Primer: Soprema Elastocol 600c Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. 5.6.4.3 Maximum Design Pressure=-60.0 psf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: 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 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 SandrR SA Shingle UnderlaVment,Tri-Built S/A HT TU Underlayment or Trl-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,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 requirements. Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R4 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-114 Revision 4:10/06/2016 Page 4 of 5 TRINITY I ERD When Installing at slopes above 8:12,TRI-BUILT 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. 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. 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 requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R4 Certificate of Author/ration#9503 FBC NON-HVHZ EVALUATION FL16048-R4 Revision 4:10/06/2016 Page S of 5 y r-- IMIANNII-DADS COUNTY MIAMI•DADE, PRODUCT CONTROL SECTION 11805 SW 26 Sheet, Room 203 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami. Florida 33175-2,17,1 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) • ".,�,�ar�,idadr.�i�r/cconooiy GAT I Campus Drive Parsippany,NJ 07054 SCOPE: This NOA is being issued under the applicable rides and regulations governing the use of construction materials. file 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 I-Iaving .lurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Mianli-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (Ill areas other thall Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product of material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AI-IJ may immediately revoke, modify, or Suspend the use of such product or material within their jurisdiction. RER reserves the right to revolve this acceptance, i1' 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 Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. I)ESCRIPTiON: AIF Timbegi k11)",Timberline Natural Shadow",and Timberline American Harvest Shingles LABELING: Each Ulllt shall bear a permanent label With the manufacturer's name or logo, city,state and following statement: "Miami-Dade County Produce 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 orally product, for sales, advertising orally 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 NOA 13-0419.04 and consists of pages I through 6. The submitted documentation was reviewed by Juan E. Collao, R.A. 7 Non No.: 14-1022.20 MIAMI•DADECOUNTY ` Ez iration Date: 02/21/17 1 Approval Date: 02/05/15 Page I of 6 ROOFING ASSEMBLY APPROVAL Category: Itooling Sub-CateLrory: Asphalt Shingles Materials: Lam(nate Deck Tyne: Wood SCOPE This approves GAF Timberline HD'u',Timbcrlinc Natural Shadow`',and Timberline American Harvest°" Shingles as manufactured by GAP as described in Section 2 of this Notice of Acceptance. PRODUCT DESCRIPTION Product Dimensions Test Product Description Specifications GX TiinB f luic IKII 13 I/,I x 39;/s TAS 110 Fiberglass reinforced heavy weight asphalt Man��facl�u ink,, roof shingle, with a laminate profile Locations#1,2,3,4,5,6,7 GAF Timberline Natural 13 I/,I x 39'/H TAS 110 Fiberglass reinforced heavy weight asphalt Shadow'"' roof shingle, with a laminate profile Manufacturing Locations#1,2,3,4,5,6,7 GAF Timbcrlinc American 13 i/,I.x 39�/H TAS 110 Fiberglass reinforced heavy weight asphalt Harvest'° roof shingle,with a laminate profile A'laniffaclul•iug Localions#2,4,5,6 MANUFACTURING LOCATION 1. "Pampa, FL 2. Michigan City, IN 3. Baltimore, MD 4. Mycrstown, PA 5. Ennis,`PX 6. Tuscaloosa, AL 7. Dallas,TX NOA No.: 14-1022.20MIAMI•DADECC, Expiration Date: 02/21/17 Approval Date: 02/05/15 Page 2 of 6 EVIDENCE,SUBMITTED ,rest Atency Test Identifier `rest Name/Report Date Underwriters Laboratories, Inc. ASTM D3462 1 I CA48924 10/24/11 Underwriters Laboratories, file ASTM D3462 I OCA21994 04/22/11 Underwriters Laboratories, Ine ASTM D3462 IOCA28717 07/26/11 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 013/09/06 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 06NKOS 159 09/09/06 Underwriters Laboratories, Inc. TAS 107 04NK04273 02/20/04 Underwriters Laboratories, file. 'PAS 107 05CA42840 1 1/1 1/05 Underwriters Laboratories, Inc. TAS 107 02NK4181 1 1 1/1 1/02 Underwriters Laboratories, Inc. TAS 107 03CA35209 10/17/03 Underwriters Laboratories, Inc. TAS 107 04CA 13850 09/30/04 Center for Applied 1 ngineering TAS 100 257989 04/01/97 PRI AsphaIL Technologies. file. 'IAS 100 GAF-044-02-01 01/13/04 PRI Asphalt"Technologies, Inc. "IAS 100 GAi=-098-02-01 11/08/05 PRI Asphalt'Technologies, inc. TAS 100 GAF-101-02-01 11/09/05 PRI Asphalt Technologies, Inc. "TAS 100 GAF-I 16-02-02 03/23/06 1'Rf Asphalt"Technologies, file. 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 I. 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 gUality assurance audit in accordance with the Florida Building Code. and Rule 61 G20-3 of the Florida Administrative Code. MIAMI•DADE CO UNTYM NOA No.: 14-1022.20 e ENpiration Date: 02/21/17 Approval Date: 02/05/15 Yate 3 of 6 INSTALLATION 1. Shingles shall be installed in compliancc with Rooting Application Standard RAS 115. 2. Flashing shall be in accordance with Rooting 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 identifiable 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 F.11.9 R , Approval Date: 02/05/15 Page 4 or 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 MCI DAD EC0UNTY Expiration Dale: 02/21/17 Approval Datc: 02/05/15 Page 5 of DETAIL B OVERALL DIMENSIONS AND NAILING PATTERN 39-3/811 �I (tm) �— 14-1/2"-17-1/2" 14-1/2"-17-1/2" (368-445mm) (368-445mm) ail guide line 6-1/2"-9-1/2" 6-1/2"-9-1/2" 5-314"-6-114" If (IGS-241..) (165-241m) 13-1/4 337 om -�— �- �-- (146mm-159mm) 172=-2-1n^ from bottom of shingle (13-61 Self 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 NOA No.: 14-1022.20 MIAMI•DADECOUNTY Expiration Dale: 02/21/17 ,...� Approval nate: 02/05/15 Page 6 or 6 0210812017 12:47 All Area Roofing f A1)772 464 6600 P.0021012 0- MIA,M!•t`AD5 1 _ mcxnmcc-� u�cal vTY M PRODUCT CONTROL SECrjotq WD PARTKENT.OT ARGULATORYAND ECONOMMC 121i:S0URGI';S(RER) 11805 SW 26 Street,Room los l6OAJ.v7 ANI)CoDE"WNIS'MATION DivlsrON Miami,Florida 33175..2474 T(796)315,2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) � ,v_wwauinmtQnde.eovlec�v_^ , -Sun!-Teter M ns ufacturiug,Jac. 10303 General Drive Orlando, +H,32824 SCOTT: This NOA is;beiug issued under the applicable rules and regulations governing the use of construction materials, The documentation submitted has been reviewed and accepted by Miami-bade Comity RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdir tioi, (QJ)_ This NOA shall not be valid after the expiration date stated below.The N6ami-Dade County Product Corivol Section (In Miami Dade County) and/or the ART(in areas other than Munni Dade County) reserve thio right to have this product or Illateriai tested for quality assuranoo purposes. If this product or Material fails to perforru ill the accepted rnannncx, the manufacturer will incur the expense of such testing.and the ART may immediately revoke,modify,or suspend the use of such,product or material within,their jurisdiction. RE;R resezves tlao right to revoke this acceptance, X it is detonni„cd by Miami-Dade County Product Control Sootion that this pioduct or material fails to meet the requkonlents of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity I:Yuirioane Gone of the k`lorida Building Cade, DIGSCRUTION; YSY+G S11WH911t system APPROVAL DOCUMII,NT. Drawing No.STI-00000298,titled"1SFCr11,sheet l &2 of 2,prepared by Sun-Tek - Manufacturic,g,Ync.,dated August 07,2007,last revision#A dated May 04,2015,signed and sealed by Jarnes D. Wells, Jr., 1'.13., on May 04, 2015, beariu,g the, Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the l Iiami-Dade County Product Control Section. IY,I.LSSM)M IYPAC:p TUTIVG' large sud smflu Missile lwpa.ct Resistant LA'fiM NG: Each unit shall bear a-permanent label•`with, the manuficturer's name or logo, city, state, model/series and the following statement. "Miami-Dade County Product Conttnl Approved", unless otherwise noted herein. ftNEWAx, of t1,is NOA shall be considered after a renewal application has bocci filed and there has been no change is the applicable builduig code negativoly affecting the performance of this product. TE1,,0WA'.CYON of this NOA will occur after the expiration date or if there has been,a rcvisioa or change in the materials, use, and/or manufaoture of the product or process. Misuse of this NOA as an endorsument of any product, for sales, advertising or any other purposes shall automatioalIy terminito this NO.A., )Failure to Comply with any section of this NOA shall because for termination and removal of NOA. ADVERTISEMM,NT- Tho NOA number pireceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising litezaturc. If any portion of the NOA is displayed,then it shall be done in its entirety, INSI'ECrYON: 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 tiro Building Official. This NOA.revises N'OA#13-X028.05 and consists of this page 1, evidence submitted pages R-1,E-2, &E-3, as well as approval documont mentioned above. The submitted documentation was reviewed by Hc>tnay A.lY.(alcscx•,I'.U� /,/ NOA,No.15-0513.1D MIA a eourrrr M-JJ j*1,141 NNW Expiration Ditto: 1013112018 Aroval Date: 09/0312015 09 /O s+ 4 JS ppPage 1 0210812017 12:47 All Area Roofing (FAX)772 464 6600 P.0031012 Sixu,Tek IYXunuf;act jjag xuc. N'O' 'ICT Off'ACCEPTANcr:EVIDENCE ST7I3N11.TTED I. EVID>JNCE SUBMITTE,D T3NIlEIt,PRE,VfOUS APPROVAL W07-0425-04 A. DRAWINGS 1, Drawing No. S2'.1-00000298-,S.t1T'119HT2, &W sheet I &2 of 2,prepim-ed by Sun-Tek Mangfacturinl„ .Inc, dated 06104107 with last revision dated 08107107, signed and sealed by James D. Wells,Jr.,PB. 1i. TESTS(submitted wader NOA.##02-0618.06) .I. Test Report on Large Missile xmpcact Test per.P.4 201, Cyclic Wind Pressure Test per PA 203 and Uniform Static Air Pressure T.est per, A 202 of"'Insulated Glass Sjcvl tght with Polycarbonate Inner Liner" prepared by National Certied Testing .t aboratories,Report No. 270-.2760-1, 2 &3, dated 01122102, signed and sealed by.B, ,Portnoy,P.E. C. CALCULATIONS 1. ,Anchor Calculations for attachment.of*Ughf to curbing and curbing to decking, dated 08113107,signed and sealed by James D. Welts,Jr.,P.B. D. NATE RIAL CEIrETXCATIONS(submitted under NOA i#02-061.8.06) 1. Test report on hate of 13urning'per ASTMD635 of Geon 87416 White 141 &tenor, 0.137 inch,prepared by Commercial Testing Company,Aeport Xo. 0.1- 11293, dated 1 X129101,signed by J.Jackson, 2. Zest report on Self Ignition Temperature per ASTM.D1929 of Geon 87416 White 141&tenor,prepared by Commercial Testing Company,Report 1& 01-x1292, dated 11129101,slgned by J:Jackson, 1+;. STATE MG4 NTS(submitted under NOA#02-0618,06) 1, Code compliance letter issued by Product Technology Corporation, on 09127102, . signed and sealed by It.J Quiroga P.E. E. OTI-MR 1. .NOA renewal request letter is-sited by Swi Tek Manufacturing, .Inc., dated 08116107 James 1f'eudner. 2. EVIDENCE SUBAUTtE'D UN13En FREVIOU'8 A13PROVAL 911-0601,02 A., DRAWINGS 1. Drawing No. ST'.1-00000298-SI-A71IS.131'2, titled ")VIFG", sheet 1 &2 of 2,prepared by SunrTek Manzgfactw-Ing, Inn, dated August 07, 2007, last revision 11A dated October 14,2011, signed,and sealed by,Tames D. Wells,Jr,,P.B. . cttoy,�1.Nlalcar,I'.L�',,11aI.S, Froduct Coutroi Seetlw Supervisor NOA.No.15-0513.10 Vxpirotion Date. 1.0/3112018 Approval pate: 09/03/2015 r-z 0210812017 12:47 All Area Roofing TAX)772 464 6600 P.0041012 Sun-Tek Manufacturing,Xnc. NOTICE OF ACCIaPTANC E DIVIDE N•CXS'CT =TRD E. TESTS 1. Test Addendum far Test Report.HCTZ 210-2760-1, prepared by national Cert fled. Testing Laboratories, dated October 17, 2011, certifying the interlayer thickness, signed by Aefarkllennett, Manager of Testing Services_ C. CALCULATIONS 1. None. D. QirAL r'Y ASSURANCI'; 1, By Miami-Dade County Department of Permitting, Environment, and Regul'rtory Affairs(RQU). F. MATE,RIA.L CERM XICA`1'XONS 1. ' .None. 3. EvID)ENCE SXMT 60TTPD UNDER PREVIOYTS APPROVAL#121411.15 A. DRAWINGS 1. Drawing No. STI-00000298, titled "ISFG", shed 1 & 2 of 2,prepared by Sun-TeX Uanufacturing, Inc, dated August 07, 2007, last revision AA dated May 03, 2012, signed and sealed by James D, Wells,Jr.,P.1;. D. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSL MA.NCF 1, By Miami-Dade CountyDepaitment of Regulatory and E conomic.Resources. F. MATERIAL CERTIFICATIONS 1. None. X OTIHRS 1. A compliance letter,prepared by.J&L Wells Consulting UC, dated April 25, 20,12, certify compliance with FBC 2010 edition, .sign&sealed by James b. Wells,Jr.,P,B. 2, Verification testing to be performed per letter from National Certified Testing .Laboratories, datedSepterrrber 18, 2012, signed by Chrlstopher Bennett. Helmy A.Makar,P.F.,ivi.S, )Product Control Section Supervisor NOA No.15-05,13.10 Fxpiratoon Data; W31/2018 Approval Date, 09/031ZOIS F.2 0210812017 12:47 All Area Roofing f AX)772 464 6600 P.0051012 Sun-Tok Mauufacturing,Inc. NOTICE OF ACCEPTANCE BVIDE NCF,SUBATIx"1 ED , 4. EVIDENCE SUBM TIED UNDr,'A PREVIOUS APPROVAL A 13-1028.05 A. DRAGS 1. Drawing No. STI-00000298, titled "ISIr'G"' sheet I & 2 of 2,prepared by Suez-Tek Manufact-twina• Inc., dated August 07, 2007, last revision 4A dated August:15, 20130 signed and sealed by.Tames D. Wells,Jr., PX, on 1%ebruary 07, 2014 B, VESTS 1, Test Report on Large Missile Impact Fest per FA 201, Cyclic mind Pressure Test,per^ PA 203 and Unl(orm Static Air Pressure Temper PA 202 of"Insulated Glass Sl),light with Polycarbonate Inner Liner" prepared by National Certified Testing .Laboratories, Report No. 210-3915•-01, dated 08/2712013, signed and sealed by Crerard.2t'er7ara,.T'�. C. C,_'A.I M—,ATIONS 1. Anchor Calculations for attachment of skylight M.odel ISFG to Decking, dated 101031.2013, signed and sealed by James D. Wells Jr.,P.E. D. QUALITY ASSURANCE 1. By Miand-Dade County DepartmentofReg'ulatory and Economic Resources. E. MATmAL CFRTTTmmoNS 1. Bill of Material and Components Die Drawings. 5. NEW RVIDX,�NCR SUMfiTY'ED A. DRAWINGS 1, Drawing No. 57100000298, titled "ISFG", sheet 1 & 2 of 2, ,prepared by Sun-Telt: Manufacturing, Inc., dated August 07, 2007, last revision filo! dated May 04, 2015, signed and sealed by James D. Wells,J'r.,P.E., on May 04,2015. B. TTST.S 1. None, C. CALCULATIONS L None. ]D. QU•A1X11Y ASSOPANCI, 1, By.Miami-.Dade County Department of Regulatory and Economic Resources. E. MA.TI;RL41 CFxtTMICATIONS 1. ,None_ • clnzy A.1Vlalcar,l'.l✓.,1yI.S. Product Control Section Stipervisor NOA NO.15-0513.10 Expiratiou Date: 10/31/2018 Approval Date: 0$103/2015 �%-3 O N O 00 N PARTNA4t1_F'.ISFG SKYUGHTASSE}ABLY I FILE NM4E:Z:UD IVG)DVVGIACAD 2000 DRAWINGSIDA DE COUNTY ISFG STI-GOd0029&SHT1 SHEET 1 OF 2 � DAIG.NO.STI.OW0�29&SHT1 STI-215 DECO COVER 0.0756963 TB ALUM 17!32'GLASS BITE 118"OUTBOARD DSB TEMPERED STI-214 DECO RING MITERED AND SILICONE BEDDING(CONTINUOUS) 1 f8"INBOARD GLASS DSB 1 EMPERED WRAP AROUND 0.050 6063 Ta ALUM. STi•ff GLASS GASKET EPDM A V (CONTINUOUS) � � � INSULATED AIR SPACE STI-275 CMG FRAME 0.080 MITERED � f u, ARGON GAS FILLED AND WELDED 60"68 T6 ALUM. o 871.401 WOOD LINER 1.16x0.935" (D W (CONTINUOUS) SN'IGGLES�'�iC@z(o. V8-32 PHILLIPS PAN HD SCREW AND'IEX NUT r _ 7 PER LONG SIDE7 PER SHORTSIDE- 171 PMYQkRBONATE SHEET SILICONE SEAL TOP AND BOTTOM O PALRRM PALSUN (CONTINUOUS) 1 BUTYL 3 RINGS 0:SEALANT STI-207 HSF SUB-FRAME E TE D u.CL STI.AB PVC LINER RAM MITERED AND o M BENEATH FLANGE(COWrINUOUS) GEON 07416 Slat-I11r: WELDED 0.075 M63 T6AUJNI. 6:o AROUND PERI METER OF FLANGE 141 EXTERIOR LU (COM INUOUS)AND ON TOP OF EACH z o FLANGE SCREWrna , AIR SPACE OR DADECOUNTYAPPROVEO -oS •l� *8 X 1"PHfLLIPS RAN HEAD *A SHINGLES EXPRNDEDPOIYSTY€2ENEINSULATION SCREW, {9)PER 51�7E [SEE NOTE 1) �' Q YilCCnr, ROOF DECK mIf NhIck DESIGN PRESS'JRE RAT INGt4-80 PSE. LARGE MISSILE IMPACTRESISTAAICE Engi neer of l�eoord _ James D.Weils,Jr.,P.E Professional Engineer No.53616 NOTE: (1)ALL ROOFING DETAILS SHALL COMPLY WITH CHAPTER 15 OF THE FLORIDA BUILDING CODE 2014 edilien J&L Wells Consulting LLC (2)41.11NIMUM DISTANCEFROMANGLE LIP TO ROOF op 9x53 Arbiius Circle SURFACE IS FOR SHINGLE OR B.U.R.Wi7HOUT E .i 2oR� `` a INSULATION.FOR INSULATION AND TILE ROOF ADO �+ rn �� 89 65 TILE HEIGHT AND INSULATION THICKNESS TO 4". ( )4 (3)ANCHORS TO BE MADE FROM NON CORROSIVE MATERIAE. o Certificate of Aufhorizatlon COMPATIBLE WITH ALUMINUM. C RAFTE.4 OR TRUSS o No.27162 (5}NO ONE TESTED HIRD 1201 TAS 216NL NQ I PRESSUREWAS USED. 203. R= te REWSICR PROdUC7ruArAE JSFG SUN-TET{ MANUFACTURING, INC, sEutsIcr�ru�aasfr.zoFz BY. eso OW ll I 7oo-� }af D++Tt efi512013 DRAWN BY: ,IWF DATE:09f`IGM`I D'NG.NO.671-000'J0298-SHT1 REV. A 10903 GENERAL DRIVE ORLANDO,FL 32B24 � • O O Al O j N O N O O N PART NAME:ISFG SKYL[GHT PLAN VIEW FILE NAME:Z!1I)WS q3G ACAD 2000 DRAWINGSIDADE COUNTY 1SFG STROW02SBSHT2 SHEET 20F2 ptgrG ,y0.St7 CO00O298•SFiT2 Q 54.5 STI.2i4 DECO[YNG natTERED AND WRAPP50 V tip to t1p Q AROUND 0.050 GC83TGALUM 5.8 25 suxon;BEDDING(car,*nNLrous) .4 000 d.l1Q� Q STI-2!5+0ECOCOVER0.0756mT6ALu%i j o = 5 i25 STISGLASSCRISKETEPDtA N 5.8 25 (CONTLNUOUS) OUT�C)15RaDSB7ELI FERED STMOI VIOODUNER T f SIVIGGLE 3PhCER(U.E�231 co (COMMUCUs) _J 5.Si2a TI.2CNFR1l60 WEREDAs RSGIJC6ANTGEA0SAFL3 WELDEDCORNERS GOnTGALUTA SPACE -1 G 03-M Xi-PHILLIPS PAN HD SCREW 1 A1 ANDHEXNUT(11PERSIOE INBOARD GFli5S 06.3 TEMPERED � FASTENERS SKYLIGHT SIUCONESEaa TO. — AND BOTTO,Ms(CONTINUCUS) � O TO DECK#8 X A"0)PER SIDE S7.1-07HSPSLIB•FRAS,SE WTERED ti7�a�YcaxeauatesxF�r AND 41ELDED CORNER 0.075 rnuwa MUM � !` p r- 6053 T6 ALUM I .I fSFG 4M9 I I O 3 RINGS OF BUTYi_SEALANT ASR SPACE OR 3 O u SeCEALTHrLAA+GE(CCK•fTSNUOUSJ tla!]cOOLN1TYl+P?BGV7D I - I T !r z AROUNDPERMSETEHCFFLPNGE. MULATION SYM ICAL I O (00WIHUOUS)ANDONTOP OFEACH Ssl-3CUWCLI!!ER I,- to > FLADlGE 9CRav d 'v N SkLINGLC.S (S;EkOTE11 lIDJ�!!/I�F.11 j max-r-PwDps FASTENERS SUB-FRAME TO FRAME SCREW(S♦)Pa'RSiE _ 53$16 4rg= �'mlaprarmrslon sl f n J1yz O STA OF ti ROOFDECMa'ri1- cWte� J � "ORmt' -------- i - RAFTER OR T RUSS �fl ��f�1�MALt1��\,� ! J I I G�MI IINUIIAALLIPTO F tENERSC3iEDl�EBKYLIC<{TTOOECC FAST&V6R6GH3MULE - -y, — ACE A NeXT"PANH�D SUBfRAl7ETUFRA3,IE r 6 SCREWS Ma2X3F4"WITH FMX NUTS DES3G(1 PRESSURE?ATING+i PER FVR PER &3PSF. p T fipwup I=EL LOMSIDE SHORT SIDE FANGSIDE SHOtTTSIDE LARGE MISSILE IMPACT RESISTANCE ( N Engineer of RecordI - 54.%est.5 Sggg 9" 9 7 7 NOTE: James D.Wells, Jr..P.E. 5+ssis 4646 a e 7 7 (1)ALL ROOFING DETAILS SHALL COMPLY WITH Professional Engineer No.53616 ;&s ms s '3333 6 S6 11 7 5 CHAPTIER155OFTHE,FLORIDA BUILDING CODE 2014ediFon �MWEP-wJ15m) amsts Im a 6 I SI 5 (2)4"MINIM M DISTANCE FROM ANGLE LIP TO ROOF $ �� , a: s€ 3a 6 a 6 S 5 SURFACE IS FOR SHINGLE OR B.U.R.WITHOLTi wax? 3rD J&L Wells Consulting LLC xissas Zs49.• s 5 7 a N °[ 20181453 Arbitus Circle xiscrs zsaa s s s a INSULATION.FOR INSULATION AND TILE ROOF ADD mse s =5 5 S b 4 rn TILE HEIGNTANO INSULATION THtGXNESS TOC. ,iccowa Oviedo,Ff.32765 vsms 224s ! 6 5 4 X. 3 ANCHORS TO BE MADE FROM NONCORROSIVE MATERIAL srsass 2236 s s I 9 a rn ( ) (407}496 5459 sF�,s 2222 I s s a a o COMPATIBLE 1ATfH ALUMINUM. o 4 NO ONE-7HIR0 INCREASE LN THE DESIGN PRESSURE WAS USED. Cerftficate of Auiho�'izati0rl 2rs,sss 1733 6 4 7 a ( } Pio.27162 ��s 1703 s 4• s 3 (5}TESTED TO TAS 203,TAS 202 AND TAS 203. s 1446 1 6 1 4 7 3 595C�a3 t 1fiSI0t� eL•lrlStav: Ff?O14300 1; € 4 3 DUCT [SFG SUN-TEK ImA UFAC URrNG, INC. GATE:02J[9Vi3 at•: axTl� DRAVSm!BY: .)WF DATE 101S4t201 DVur.N0.ST!-ODX q8-SHT2 REV_ A 10..''03 GENERAL DRIVE ORU+NDD,FL 52224 G O V O N