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HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: '1 Permit Number: Building Permit Application NOVPlanning and Development Services O 2 7 2017 Building and Code Regulation Division PE11%gI1TING 2300 Virginia Avenue,Fort Pierce FL 34982 St. Lucie Ccunty }=1 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line PROPOSED IMPROVEMENT LOCATION: Address: S G j1/ � � ifzKf Legal Description: C a- fAl v,,h Property Tax ID#: lv — _0 —�/��— �(J©— Lot No. Site Plan Name: Block No. Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: 6 ,�,fe 0 c' PlrluvG u f7x�r f„� d v1� s rZ� CONSTRUCTION INFORMATION: itiona wor to TIGas orme under this perAdd HVAC Tank ❑Gas Piping Shutters n Windows Doors 11 Electric 11 Plumbing Sprinklers U Generator Roof Roof pitch Total Sq. Ft of Construction: S . Ft. of First Floor: Cost of Construction: $ �� Utilities:11Sewer DSeptic Building Height: OWNER/LESSEE: CONTRACTOR: Name ` Name: dJ Address: �``llc e Company: � j City: bN'1t 1� � ` State: Ol Address: !� Zip Code: z10 Fax: City: Stater Phone No. y/77 ! �s S� Zip Code: f �c/` Fax:?T 2_�6/`Z 2 '— E-Mail: Phone No. Fill in fee simple Title Holder on next page(if different E-Mail: 'f p from the Owner listed above) State or County License: C&,00 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _ Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects, perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before cornmencing work or recordinR vour Notice of Commencement. Signature of Owner/Lessee/Contractor as Agent for Owner Signature of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OFA. COUNTY OF The for ing instrum nt was acknowledged before me The forgoing instrum nt as acknowledged before me thisMday of 2011 by this day of 20 by V7A�� �� - Ifs►- r Name of person making statement Name of person making statement Personally Known OR Produced Identification Personally Known OR Produced Identification V/ Type of Idenuf4cation Type of Identification Produced Produced AN (Signature of Notary Pub ic-State of Florida) (Signature of Notary Public-State of Florida ) Commission o�. Commission N EN S. LSEN S. NIELSEN Commission u F Commission k FF 115637 �' MY Commi F 115637 ,a;;W/V•' M �!F o.r.o`°J`' ssion Expires a; Y Commission ne 12, 2018 1 REVIEWS FR RVISOR PLANS VEGETATION SEA TU ROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev.8/2/17 Florida Building Code Online Page 1 of 2 Business & Professional Regulatio `.• " BaS Home Log In User Registration Hot Topics Submit Surcharge Stets&Facts Publication$ FSC Sta�Site Map Business Links+- Search Professional (AUSER:Prod Publct icUApproval Productuct Aodro�almenu>Product or Application c arch>AOD"Catlon t>Application Detail FL# dila. Application Type FL16048-Rl Code Version Revision NOV ? l ZOi� Application Status 2010 Approved PERN7111'li,)G Comments St. Lucie Archived County, FL Product Manufacturer Address/Phone/Email TRI-BUILT R- flngcts ' 9050 Louislatotr t ' +� Merrillville,Ind 4641 (201)842-244 david,ruiz@trlbuiltmateriaisgroup,com Authorized Signature David Ruiz david,ruiz@tribuiltmaterialsgroup.com Technical Representative Address/Phone/Email David Ruiz 250 Route 17 North East Rutherford, NJ 07073 (201)842-2449 david.ruiz@tribulitmateriaisgroup.com Quality Assurance Representative Address/Phone/Email Category Subcategory Roofing 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 the Evaluation Report Robert Nleminen Florida License Quality Assurance Entity PE-59166 UL LLC Quality Assurance Contract Expiration Date 10/24/2015 Validated By John W. Knezevich, PE Validation Checklist-Hardcopy Received Certificate of Independence FL1 04 R1 COI Trinity ERS ri Nieman n 2013df Referenced Standard and Year(of Standard) ASTM M D 970 XW ASTM G155 2001 FM 4474 2005 FRSA/TRI07320 2004 TAS 103 2005 1995 Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/28/2013 Date Validated 08/29/2013 Date Pending FBC Approval 09/08/2013 Date Approved 10/18/2013 Summary of Products FL# Model Number or Name Description 16048.1 TRI-BUILT Roof Self-adhering, modified bitumen roof underlayments Underla ments Limits of Use Installation Instructions Approved for use In HVHZ: No FL16048 R1 II er082713FINAL ABP UNDERLAYMENTS FL16048- Approved for use outside HVHZ:Yes R1.Ddf Impact Resistant: N/A Verified By: Robert Nleminen PE-59166 Design Pressure: +N/A/-315 Created by Independent Third Party: Yes Other: 1.)The design pressure noted herein Evaluation Reports pertains to use of foam-on tile systems FL16048 R1 AE erO82713FINAL ABP UNDERLAYM NT FL16048- overtop L16 4 - overtop the self-adhering underlayment for R1.Ddf i one particular application. See ER Section Created by Independent Third Party: Yes 5.5.2 for details. 2.) Refer to ER Section 5 for other Limits of Use. CBack Next Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone:850-487.1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395. 'Pursuant to section 455.275(1),Florida Statutes,effective October 1,2012,licensees 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 aagressef 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 b=e. Product Approval Accepts: ® ® e1:aN1 �'tttt'�•//tlnlnlr fl..r�r1.,L.,,:1,7:.,-� _-._i.-..r •.• EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 TRINITY ERD 353 CHRISTIANOXFORD,, UNIT #13 CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Allied Building Products Corp / Evaluation Report A42960.10.12-111 TRI-BUILT Roofing Products FL16048-R1 9050 Louisiana Street Date of Issuance: 10/25/2012 Merrillville, IN 46410 Revision 1: 08/27/2013 SCOPE: This Evaluation Report is issued under Rule 9N-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 Nleminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been designed to comply with the 2010 Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments LABELING: Each unit shall bear labeling 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. TrinityJERD 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 "TrinitylERD 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: _ The facsimile seal appearing was authorized by Robert Nieminen,P.E.on 08/27/2013 s, •f� r This does not serve as an electronically signed Robert J.M. Nleminen, P.E. document. signed,sealed hardcoples have been �,,,�� „+ transmitted to the Product Approval Administrator and Florida Registration No. 59166, Florida DCA ANE1983 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. TrinitylERD 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. TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments, as produced by Allied Building Products Corp., 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, 1507.2.9.2, 1507.3.3, Physical Properties ASTM D1970 2001 1507.5.3 1504.6 Accelerated Weathering ASTM G155 2005 1504.3.1 Wind Uplift FM 4474 2004 1507.3.3 Installation Practice FRSA/TRI 07320 2005 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Entity )Examination Reference Date ERD (TST6049) Physical Properties P33360.06.10 07/01/2010 ERD (TST6049) Physical Properties P33370.03.11 03/02/2011 ERD (TST6049) Physical Properties P33370.04.11 04/26/2011 ERD (TST6049) Physical Properties P369.09.11 09/01/2011 ERD (TST6049) Physical Properties P37300.10.11 10/19/2011 FM Approvals (TST1867) Wind Uplift 3004091 01/12/2000 PRI (TST5878) Physical Properties PUSA-083-02-01 07/01/2008 UL, LLC. (QUA9625) Quality Control Multiple-Listing Agreement 02/27/2012 UL, LLC. (QUA9625) Quality Control Multiple-Listing Agreement 04/12/2012 UL, LLC. (QUA9625) Quality Control Service Confirmation Exp, 10/24/2015 4. PRODUCT DESCRIPTION: 4.1 Self-Adherina Underlayments: 4.1.1 Tri-Built Granular-P Shingle Underlayment is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface; meets ASTM D1970. 4.1.2 Tri-Built Tile and Metal HT Underlayment is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103. 4.1.3 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand- surfaced, SBS modified bitumen roof underiayment, with a 36-inch sheet width. S. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, LLC. Evaluation Report A42960.10.12-Ri Certificate of Authorization#9503 FL16048-Rl Revision 1: 08/27/2013 Page 2 of 6 TRINITY ERD 5.3 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 AH] for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.4 Allowable roof covers applied atop the underlayments are as follows: TABLE 1: ROOF COVER OPTIONS Asphalt Foam-On Wood Underlayment Shingles Nail-On Tile Tile Metal Shakes& Slate Shingles Tri-Built Granular-P Shingle Underlayment Yes No No No Yes Yes Tri-Built Tile and Metal HT Yes Yes Yes Yes Yes Yes Underlayment See 5.4.1 Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment 5.4.1 "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 Tile and Metal HT Underlayment with Polyfoam PolyPro AH160 S- Tri-Built Tile and Metal HT Underlayment with Dow TileBond 5.5 Allowable substrates are noted below: 5.5.1 Direct-Bond to Deck: Tri-Built Granular-P Shingle Underlayment and Tri-Built Tile and Metal HT Underlayment applied to: New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing plywood; L ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; :- ASTM D41 primed structural concrete, Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind loads for project). Note:Allied Building Products Corp. does not require priming of new or existing plywood sheathing for use with Tri-Built Granular-P Shingle Underlayment or Tri-Built Tile and Metal HT Underlayment. New or existing plywood sheathing should be cleaned of all dirt and debris prior to application of these TRI-BUILT membranes. Tri-Built Sand-R SA Shingle Underlayment applied to: Plywood; �w ASTM D41 primed plywood. Note: While not required over plywood,Allied Building Products Corp. recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: Allied Building Products Corp. requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-adhering underlayment. 5.5.2 Wind Resistance for Underlayment Systems in Foam-On Tile Aaolications: FRSA/TRI 07320 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 underlayment systems that are not addressed in FRSA/TRI 07320 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. Refer to FB.0 1609.1.5 for determination of design wind pressures. Exterior Research and Design, LLC. Evaluation Report A42960.10.12-Ri Certificate of Authorization#9503 FL16048-R1 Revision 1: 08/27/2013 Page 3 of 6 TRINITY ERD 5.5.2.1 Maximum Design Pressure = -315 Dsf. Deck: Structural concrete to meet project requirements to satisfaction of AH]. Primer: ASTM D41 Underlayment: Tri-Built Tile and Metal HT Underlayment. 5.5.2.2 All other direct-deck, adhered TRI-BUILT underlayment systems beneath foam-on tile systems carry a Maximum Design Pressure of-45 psf. 5.5.3 Bond-to-Insulation: ASTM C1289, Type II, Class 1 po lyisocya nu rate or Type V polyisocyanurate-composite insulation; DensDeck DuraGuard; DensDeck Prime; or SECUROCK Gypsum-Fiber Roof Board. Note: For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturers Product Approval. For installations under foam-on the systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4470,Appendix K or TAS 114,Appendix 1. 5.5.4 Bond to Mechanically Attached Base Laver: s ASTM D226, Type I or II felt. Note: For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI 07320/8-05 or RAS 120. 5.6 Exposure Limitations: 5.6.1 Tri-Built Granular-P Shingle Underlayment and Tri-Built Tile and Metal HT Underlayment shall not be left exposed for longer than 90-days after installation. 5.6.2 Tri-Built Sand-R SA Shingle Underlayment shall not be left exposed for longer than 30-days after installation 5.7 For the roof installations governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, use is limited to the following. Reference is made to the FRSA/TRI Technical Brief titled "Florida High Wind Roof Tile Self-Adhered Underlayment Requirements as of 02/14/2011"for limitations for self-adhering underlayments used beneath the roof systems. TABLE 2:TILE SYSTEM OPTIONS PER FRSA/TRI 07320/8-05 System Underlay Section Reference Product(s) Option System One: 5 3.02E Self-Adhered Underlayment Tri-Built Tile and Metal HT Underlayment Mechanically Fastened Tile, Base Layer:ASTM D226,Type II Unsealed or Sealed6 3No. 30/Self-Adhered Top Layer:Tri-Built Tile and Metal HT Underlayment System .02E Underlayment Underlayment System Two: 4 3.021) Self-Adhered Underlayment Tri-Built Tile and Metal HT Underlayment Mechanically Fastened Tile, No. 30/Self-Adhered Base Layer:ASTM D226,Type II Sealed Underlayment 5 3.02E Underla ment Top Layer:Tri-Built Tile and Metal HT System y Underlayment System Four"A": 4 3.021) Self-Adhered Underlayment Tri-Built Tile and Metal HT Underlayment Adhesive-Set Tile,Unsealed No.30/Self-Adhered Base Layer:ASTM D226,Type II or Sealed Underlayment 5 3.02E Underlayment Top Layer:Tri-Built Tile and Metal HT System Underlayment System Four"B": 3 3.02C Self-Adhered Underlayment Tri-Built Tile and Metal HT Underlayment Adhesive-Set Tile,Sealed No.30/Self-Adhered Base Layer:ASTM D226,Type II Underlayment System 4 3.021) Underlayment Top Layer:Tri-Built Tile and Metal HT Underlayment Exterior Research and Design, LLC. Evaluation Report A42960.10.12-111 Certificate ofAuthorizatlon#9503 FL16048-R3 Revision 1: 08/27/2013 Page 4 of 6 TRINI11( ERD 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with Allied Building Products Corp. / 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 Granular-P Shingle Underlayment and Tri-Built Tile and Metal HT Underlayment; 6.3.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 For non-tile applications: 6.3.2.1 Back-nail selvage edge seams in accordance with the Allied Building Products Corp. / TRI- BUILT Back-Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring-shank type with a minimum 1-inch diameter metal disk or Simplex-type metal cap nail, at a minimum rate of 12" o.c. The head lap membrane is to cover the area being back-nailed. 6.3.2.2 All seal-lap seams (selvage laps) must be firmly rolled with a .'`,: minimum 28 Ib. hand roller toi. ., ensure full contact and adhesion. For Tri-Built Tile and Metal HT £� Underlayment, align the edge of the top sheet to the end of the glue , pattern (the sheet will overlap the fabric). Overlap Seam;Tri-Built Tile and Metal HT Underiayment 6.3.2.3 Install to ensure full contact with approved substrates. Allied Building Products Corp. / TRI- BUILT require a minimum of 40-Ib weighted-roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied for the field membrane. Hand rollers are acceptable for rolling of patches, laps (min. 28 Ib roller) or small areas of the roof that are not accessible to a large roller or broom. 6.3.3 For tile applications (Tri-Built Tile and Metal HT Underlayment only): 6.3.3.1 Reference is made to Section 6.3.2 herein in conjunction with FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein, using the instructions noted above as a guideline. 6.4 Tri-Built Sand-111 SA Shingle Underlayment: 6.4.1 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. 6.4.2 For non-tile applications: 6.4.2.1 While priming is optional, Allied Building Products Corp. recommends priming the deck if the final roof cover is not slated for installation within 24 hours. 6.4.2.2 Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R1 Certificate of Authorization #9503 FL16048-R1 Revision 1: 08/27/2013 Page 5 of 6 TRINITY ERD 6.4.2.3 Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. 6.4.2.4 Once the entire length of membrane Is in place, peel-off the release film diagonally while holding the membrane tight. Firmly roll the membrane into place to achieve a bond. 6.4.2.5 Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-inches and staggered not less than 2-ft from vertical seams in the course below. All over-granule end-laps shall be sealed using either heat-welding or hot air welding techniques. 6.4.2.6 When installing at slopes above 8:12, Allied Building Products Corp recommends back-nailing in the overlap area at the top of the sheet at 12-inch o.c. 6.4.2.7 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. 7. LABELING: Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. H. 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 noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL, LLC - QUA9625; (314) 578-3406; k.chanceilorC@us,ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A42960.10.12-RS Certificate of Authorization #9503 FL16048-R1 Revision 1: 08/27/2013 Page 6 of 6 Florida Building Code Online �G'1 Page 1 of 2 t.0'Ida Depararente IaS Home 1.00 in User Registration Hot Topics Submit Surcharge Slats&Facts Pub"a"'Ons W SUO Sas Sla fMp LJnks Buss les �!, SUrch Professilkal - USER:PuubliccUsepprOVaI Regulation =' ''l-.,r•rC••e 'lire _c ^ r<nAircoa�n 5...u:L>kSZ-i jtra:+L,.>Application t7 tat FL# NOV n Application Type FLision R9 ..a , a i� Revision Code Version 2010 PLR-'�rI?ii'eG St Application Status Approved Lucie GO��tY, FL Comments "t Archived Product Manufacturer Owens Corning Address/Phone/Email One Owens Corning Parkway Toledo,OH 43659 (740)404-7829 greg,keeleroowenscorning.com Authorized Signature Greg Keeler greg.keeler(glowenscarnl ng.com Technical Representative Address/Phone/Emaii Mel 1 Owens ens CSancraorning PKWY Toledo,OH 43659 (419)376-8360 mel.sancrant0owenscomig.com Quality Assurance Representative Address/Phone/Email Category Subcategory Roofing ASphaIC Shingles 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 the Evaluation Report Robert 1.M. Nieminen Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date D9/26/2014 Validated By John W.Knezevlch, PE validation Checklist-Hardcopy Received Certificate of Independence =1-10674 � -&9 COY 7D14. QJ ;,Ol Nlcn1u,en.pdY Referenced Standard and Year(Of Standard) Sten --�Ld Year ASTM D3161,Class F 2006 ASTM D3462 2007 ASTM D7158,Class H 2007 Equivalence of Product Standards CertiFled By http://www.floridabuilding-org/pr/pr_app_dtl.aspx?param=WGEVXQwtDgtBNbEYSV%2b..- 5/9/'nta Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/28/2014 Date validated 03/05/2014 Date Pending FBC Approval 03/05/2014 Date Approved 04/18/2014 j5ummary of Products FL 0 IModel,Number or Name IDescription 10674.1 Owens Coming Asphalt Roofing 3-tab,4-tab,5-tab,laminated,starter and hip&ridge Shin les and Starters shingles �Lianits of Use Installation Instructions Approved for use in HVHZ: No FL10674 R9 II 2014 03 FINAL OC_Asphalt Approved for use outside HVHZ:Yes Shingles FL10674-R9.odf 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 R9- AE 2014 03 FINAL OC AsRhallt Shingles FL10674-R9.Ddf Created by independent Third Party:Yes Beet: 1 C Next Contact Us::7940 North Monroe Street.Tallahassee FL 32399 PPma:850.497-1824 The State of Florida IS an 4A15rzo employer.Copyright 2007-2013 State o°Florida.::Pr vecv Statement::Access pnlity Statement Refund Statement under rorida low,amall addresses are public records.If you do not went your e-mail address released In response to a public-records request,do not sard electronic mail to this entity.instead,contact the oMce by phone or by traditional mall.if you have any questions,please contact 850.487.1395. `Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensers licensed under Chapter 455,F.S.must provide the Department with an small address if they have one.The amalls provided may be used for official communication with the licensee.however email addresses are public r4w1d.If you do not wish to supply a personal address,please provide the Department with an emall address which can be made available to the public. To determine if you ale a Ikensee under Chapter 455,F.S.,please dick b2=. Produee Approval Aeoepts: ®W 'Uri t'tit;HIS, http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param--wGEVXOWtDatBNhFYSV'�/")h EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization#9503 TRINM ERD 353 CHRISTIANOXFORD, CT STREET, 106478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Owens Corning Evaluation Report 037940.02.12-R4 One Owens Corning Parkway FL10674-R9 Toledo, OH 43659 Date of Issuance: 02/06/2012 Revision 4: 03/04/2014 SCOPE: This Evaluation Report Is Issued under Rule 9N-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 Nleminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been designed to comply with the 2010 FBC and 2010 FBC Residential Volume sections noted herein. DESCRIPTION: Owens Corning Asphalt Roof Shingles LABELING: Each unit shall bear labeling 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 Nleminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinitylERD reouires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle, ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then It shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for Inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 7. Prepared by: _ � L + The facsimile seal appearing was authorized Or�.JJi bRobe yrt Nieminen,P,E,on 03/04/2014 O.J.:�:. This does not serve as an electronically signed Robert J.M. Nleminen, P.E. �'.ES����'`�� d' document. Signed,sealed hardcoples have been !f/�.�..n �, transmitted to the Product Approval Administrator and Florida Registration No. 59166, Florida DCA ANE1983 to the named diene CERTIFICATION OF INDEPENWNCE7 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 TrinitylERD 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. 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 Installation Requirements and Limitations/ Conditions of Use set forth herein. Z. STANDARDS: Section Property Standard 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2007 1507.2.7.1, 11905.2,6.1 Wind Resistance ASTM D3161,Class F 2006 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158,Class H 2007 3. REFERENCES: Ent"ty Examination Reference IIMS& 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(TST9E28) 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 Mlami-Dade (CER1592) FBC HVHZ Compliance Various NOAs Various UL LLC (QUA9625) Quality Control Service Confirmation R2453 Exp, 09/26/2014 4. PRODUCT DISCRIPTION: 4.1 Asphalt Shingles: 4.1.1 ClasslO and Supreme® are fiberglass reinforced, 3-tab asphalt roof shingles. 4.1.2 Berkshire`s are fiberglass reinforced, 4-tab asphalt roof shingles. 4.1.3 DevonshireT' are fiberglass reinforced, 5-tab asphalt roof shingles. 4.1.4 Duration, TruDeflnitlon Duration"D, Duration® Premium Cool, TruDeflnition® Duration Designer Color Collection, TruDefinitlon Oakridge®, Oakridge® and WeatherGuard® HP are fiberglass reinforced, laminated asphalt roof shingles. 4.2 Berkshire® Hip & Ridge Shingles, High Ridge, Hip & Ridge with Sealant, WeatherGuard® HP Hip & Ridge Shingles, ProEdge Hip & Ridge Shingles and DuraRidge7m Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.3 Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles. 5. LIMITATIONS: 5.1 This Evaluation Report Is not for use in the HVHZ. 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 Wind Classification: Exterior Research and Design, LLC. Evaluation Report 037940.02.12-114 Carth7cate ofAuth0r&atlon*9503 FL10674-R9 Revision 4: 03/04/2014 Page 2 of 7 TRINITY ERfl 5.3.1 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 us in all wind zones up to Va,d = 150 mph (V„lt = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.3.2 All Owens Corning hip & ridge shingles 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 us in all wind zones up to Vn,d = 150 mph (V„it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.3.3 Classification by ASTM D7158 applies to exposure category B or C and a building 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. 5.3.4 Refer to Owens Corning published information on wind resistance and installation limitations. 5.4 All products In the roof assembly shall have quality assurance audit In accordance with the Florida Building Code and F.A.C. Rule 9N-3, 6. INSTALLATION: 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 9N-3, per FBC Sections 1507.2.3, 1507,2.4 or R905.2.3. 6.2 Asphalt Shingles: 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. )�, WeatherGuardO HP shingles require minimum six(6) nails per shingle. DevonshireTM shingles require minimum six (6) nails per shingle. P. Starter Strip Plus requires minimum five (5) nails per Strip. Refer to Owens Corning published information on wind resistance and 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. Contact the shingle manufacturer for details. Exterior R®search and Design, LLC. Evaluation Report 037940.02.12-R4 Certificate ofAutharizstion*9503 FL10674-1119 Revision 4: 03/04/2014 Page 3 of 7 TRINIW ERS 6.2.5 Minimum Nailing - Ciassic@ &Supreme: VI Natvtaal Mansard d Ar"pore Normal Mooaard or Ams pox* tMnd Anoa Nigh 1MInd dsav*nes r VAnd Aran N1gh iMnd d*svalws y Area pan v7anaoa norend*s Anae vie*toe lrrerraa Ana pan vxeaes nerma/ee Arias v/antes/wrtas f P gxpsun g 61ir Exposure EwposJehirl Frleoslatmer 6.2.6 Minimum Nailing- Berkshire@: 6se41e elfiP Sradet strip Lf th do"OWN Le Ora do rnnbr tai--y a r---� • f-+ •f---i •.--+a 04------- o�---►• \L II Vt' 9 Yf 0 Yf 2 Vr 9 yP g yf a w a Vf 1 1 r. 1 t MOO r"11119 eemwt canaw dr teehodoeslerb 6.2.7 Minimum Nailing - Devonshire'": EZ6 Nails 1 1 i_ ........ US Ten 1^S ata of Asphalt Root Cement 6.2.8 Minimum Nailing - Duration@, TruDefinition@ Duration, Duration@ Premium Cool & TruDeflnition® Duration®Designer Color Collection: 4 Nal Pattern 6 Nell Eapwma de 4 davo> Patten w,r•.-.t c e ra nr. onus. SuAiasdadies95wNal uh1A Qea6deVOR a e .wMrxeirhoiv kealTafleyla 1. t. S.IfNIt� 'M �— 1 _ x11111 Y � � A11rs 67;EYpowlo Nab, a5u"�pslea I 6+.iPM.do"POSlfioe fayre: rvspnlq.deexposiebn ra;Fxpaetlre Neth 53!RVowa rte pdg.de expnskidn Gown PI pudq.de expotichm Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-114 CorbIleste ofAuthorlsatlon#9503 FL10674-R9 Revision 4:03/04/2014 Page 4 of 7 TRINITY ERC) 6.2.9 Minimum Nailing TruDeflnitionm Oakridge®, Oakridge@: 4 Nall PAtatr i Nall Pattom Esgruma con 4 cows Esquema con 6 davos N— v —a•I Hr— rr ,r --i{ �— ts• 56fa"Expo un! Nak+ 5 sAr Expm flails Esposldon do 66/6pulg. Clang Fxposid6n do 66/8 prd9. 5 616"Expauw 6 5/W Expo%un Expodmn da 6 6/6 p Wg. fxpaslcdn de 6 6/6 pufp 6.2.10 Minimum Nailing - WeatherGuardp HP: `• .yon+' ..�� ssxa�rr7irto�s�YIF eerw.a■�i.. 6.3 Hip& Ridge Shingles: 6.3.1 Installation of Berkshlre® Hip and Ridge Shingles, High Ridge, Hip & Ridge with Sealant, WeatherGuardm 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 Duralkidge" 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. 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. Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R4 Certificate of Author/nation#9503 FL10674-119 Revision 4:03/04/2014 Page 5 of 7 TRINIW ERD 6.3.3 Minimum Nailing - Berkshire® Hip &Ridge and High Ridge: !— PttvelYgveur ��„ i3' I Ewedson "•, v I Fig.2 ioPtrw Swam" 1 Mare— 1•, �� Nyli ioP ftl 1!VWA �' VI 6.3.4 Minimum Nailing - Hip&Ridge with Sealant: em ng Mtern 4 Nails rim Shingle nd Discard 2% 2" Excess 1,t 10 S 1 nt ----- trip �-- a 12'a Fastening 55/r' S"Exposure Distance 1 11 12" 6.3.5 Minimum Nailing -WeatherGuard® HP Hip and Ridge: Fig,A Fig.C Hip&Ridge Shingle Fastening P6lmctge 1z,.q Mad Top V1&W � �� Malls -- - __— -- >f�_��•—. I ..� � 4•. WIIp Ne1M � ,. ;7r ir Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R4 CoM icate ofAathorlZatlen#9503 FL10674-R9 Revision 4,03/04/2014 - Paye 6 of 7 TRINITY ERD 6.3.6 Minimum Nailing - ProEdge Hip & Ridge Shingles: Prevailing Standard Wind Direction Direction Fastening bourn Strip Pattern �'� 8'Ertpouxe = -1 I- - I. 12' Sealant Fatty+71h' 7�`" 6+Expos t Cover Expo*d 1 l Fatoom with Roof GrAmt � --12'- 6.3.7 Minimum Nailing - DuraRldgeTm 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. I A�.sif.a wmdolrwen Top Y*x Gx�a!mdxnmwta vont V_"jolan Dinadanl�ltilomprdxnirant �' vknnnerlor I-I cr" `�" �� OYJf/l CArllllq SI1t�rlO� X11 slvu �` IN ZK avor\ 1 � I j III \ 941 _ A 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of 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; k r n.buchmann ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R4 certfAfcate ofAuthortzatlon#9503 FL10674-119 Revision 4: 03/04/2014 Page 7 of 7