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Building Permit Application
ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED I Date: � Permit Number: EC IVSD Building Permit Application OCT 2 6 2011 Planning and Development Services PEWAITTING St. Lucie County, FL Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential x PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of lineOF PROPOSED IMPROVEMENT LOCATION: Address: 7206 Salerno Road, Fort Pierce, FL 34951 Legal Description: LAKEWOOD PARK-UNIT 10- BLK 123 LOTS 1 AND 2 (MAP 13/01S) (OR 1414-1 3: 1608-156) Property Tax ID q: 1301-612-0111-000-7 Lot No. Site Plan Name: Block No. Project Name: Carpenter Residence Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: Remove existing shingle roof. Re-nail wood deck , dry-in with self adhered un er aymen an install Owens Corning Duration Shingles. CONSTRUCTION INFORMATION: _ Additional work to ba er orme un er t -is perms —cleck all appy: ❑HVAC Gas Tank Gas Piping _Shutters ❑Windows/Doors 11 Electric a Plumbing Sprinklers Generator ®Roof Total Sq. Ft of Construction: 3,435 Sq. Ft.of First Floor: Cost of Construction:$ 17,400.00 Utilities:0 Sewer Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name James Carpenter Name: Christopher A.Long Address: 7206 Salerno Road Company: The Roof Authority,Inc. City.. Fort Pierce State: FL Address: 6771 North Old Dixie Highway Zip Code: 34951 Fax: City: Fort Pierce State: FL Phone No. (772) 532-7699 Zip Code: 34946 Fax: (772)468-2247 E-Mail- icarpfish53@gmail.com Phone No. (772)468-7870 Fill in fee simple Title Holder on next page(if different E-Mail: tra1993@gmail.com from the Owner listed above) State or County License: CC C056933 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: 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 thepermit 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 commencing work or recording our Notice of Commencement. s _Signre of Owner/Lessee/Agent Sig r ureC frac r/Lice se Holder tot,STATE OF FLORIDA STATE OF FLO IDA COUNTY OF St. Lucie COUNTY OF St. Lucie The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me thisday of r"Y rD l3fr'� 20 �hy this 19thday of October20 1?by James Carpenter Christopher A. Loncl (Name of person acknowledging)Owner/Lessee/Agent Printed Name (Name of person acknowledging)Contractor's Name �vrn�nLJs,r.l.tc� i�irv,d>� (Signatu a of Notary Public-State of Florida) (Signature of Notary Public-State of Florida) Personally Known OR Produced Identification X Personally Known x _OR Produced Identification Type of Identification Produced driving license Type of Identification Produced Commission No. FF104511 (Seal �� THY WCommission No. FF104511 (S1�IMOTHY W.SUTTON TARY P'USUC _ _ NOTARY P'USUC STATE OF FLORIDA STATE OF FLORIDA Revised 07/15/2014 Comm*FF104511 Comm#FF104511 - - zxplrn 3/20/2018 + E:x0ras.3120/2018 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE �- COMPLETE INITIALS --- ---- - Drawing Report Carpenter 7206 Salerno Road FP 10102017 - Multi System Template 2016 Section:Reroof 30 Year Dimensionals R I—I v E D Page: SA/30 Year Dimensional"Lifetime"shingles OCT 2 6 2017 210" 22' 6" o PERMITTING N 43' 9" St. Lucie County,FL . . :.. .:•:•:•: : : : ,435:$ : . . . . . . . .•.•. . . rn Zo ch :� 0) o :.: co 40' 9" P ' c "v N . . . . . . . . . . . . . . . 2x . . . . . . . . . . . . . . . . . . . 10/10/2017 Page 1 " 6771 N. Old Dixie Highway Fort Pierce,FL 34946 Phone:(772)468-7870 Fax:(772)468-2247 Florida Building Code Online Page 1 of 2 FLORIDA 06PARTM6NT OF Business & Professional Regulation rc�rmrar BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search Product ApprovalOar USER:Public User � Product Approval Menu>Product or Application Search>AoDlication List>Application Detail RECEIVED {� • •� .� FL# FL16048-R4 eV Application Type '!�µ,i."k* OCT � � 217 Code Version 2014 Application Status Approved PERMITTlema St. Lucie County, FL Comments Archived Product Manufacturer Tri-Built Materials Group,LLC Address/Phone/Email Rutherford, NJ 07070 (800) 516-1485 david.ruiz@tribuiltmg.com F ** Authorized Signature David Ruiz david.ruiz@tribuiltmg.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, NJ 07073 (201)842-2449 david.ruiz@tribuiltmateriaisgroup.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 V 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/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND Wr... 6/23/2017 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 Date Revised 06/12/2017 SummarV of Products FL# odel,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 FL16048-114.0f 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 tile 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 U se. Back Next Contact Us::2601 Blair Stone Road,Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: C.,I F" eC hxk Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWr... 6/23/2017 EXTERIOR RESEARCH&DESIGN, LLC. Certificate of Authorization 119503 TRINITY ERD 353 CHRISTIAN STREET, UNIT#t13 OXFORD,CT 06478 PHONE: (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: 10/25/2012 Merrillville, IN 46410 Revision 4: 10/06/2016 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 5th 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 IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5. Prepared by: \o Robert J.M. Nieminen,P.E. . , The facsimile seal appearing was authorised by Robert Nieminen, ���,,,.s P.E.on 10/06/2016.This does not serve as an electronlcaltV signed 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. 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. S. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report,or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments,as produced by TRI-BUILT, have demonstrated 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 540540.02.13-1 02/19/2013 ERD(TST6049) Physical Properties 540540.11.13 11/19/2013 ERD(TST6049) Physical Properties 540540.03.14 03/26/2014 ERD(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 544870.04.14-1 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 543530.05.14 05/28/2014 ERD(TST6049) Physical Properties 540540.10.14 10/31/2014 ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 UL,I.I.C.(QUA9625) Quality Control Multiple-Listing R16814 09/04/2015 UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017 4. PRODUCT DESCRIPTION: 4.1 Self-Adhering Underlayments: 4.1.1 Tri-Built Sand-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 Trinity I ERD 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 FL16048-114 Revision 4:10/06/2016 Page 2of5 TRINITY ERD 5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed,a request may be made to the AHI for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop the underlayments are as follows: TABLE 1: ROOF COVER OPTIONS Asphalt Wood Shakes Underlayment Shingles Nail-On Tile Foam-On Tile Metal &Shingles Slate Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment Tri-Built S/A HT TU Yes Yes Yes Yes Yes Yes Underlayment See 5.5.1 Tri-Built Smooth HT S/A Yes No No Yes Yes Yes Underlayment 5.5.1 "Foam-On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. Tri-Built S/A HT TU Underlayment with 3M'" 2-Component Roof Tile Adhesive AH-160 (FL6332) or Dow TileBond'" Roof Tile Adhesive(FL717) 5.6 Allowable substrates are noted below: 5.6.1 Direct-Bond to Deck: Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ 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: 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 tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474,Appendix D or TAS 114,Appendix J. 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 11 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 of Authorhation#9503 FBC NON-HVHZ EVALUATION FL16048-114 Revision 4:10/06/2016 Page 3 of 5 TRINITY ERD 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems, where the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam-on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures. 5.6.4.1 Maximum Design Pressure=-45.0 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 Sand-R SA Shingle UnderlaVment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Non-Tile applications: While priming is optional, TRI-BUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel-off the release film diagonally while holding the membrane tight. Firmly roll, 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-R4 Revision 4:10/06/2016 Page 4 of 5 TRINITY 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 CIA 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 Certipcote of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-R4 Revision 4:10/06/2016 Page 5 of 5 BUILDING PRODUCTS OF AMERICA LLC RECEIVED SPECIFICATION SHEET OCT 2 6 2017 PERMITTING ITEM # CRI 14DC St. Lucie County, FL NAME OF COMMODITY: 1 'A" RING SHANK COILED ROOFING NAIL WIRE PLACEMENT: HIGH WIRE, LOW WIRE RAW MATERIALS: WIRE ROD CHEMICAL ANALYSIS: C .08-. 10% MN .5-.7% SI .2-.25% S .03-.035% P .025-.035% TENSILE STRENGTH: 410-480 N/SQ.MM ZINC PLATED: 13-15 MICRON F A EA Nail Size 1 '/4" x 1 1 Ga i ' z a Nail Head Size 0.378" ±0.016" Nail Head Thickness 0.028 " ±0.004" Primary Application Roofing Shingles & Vinyl Siding Quantity per carton 7.2M Country of Origin P.R. China REQIREMENT MEET OR EXCEED: ASTM F-1667 BUILDING PRODUCTS OF AMERICA, LLC 1127 S. 56TH ST TAMPA FLORIDA 33619 Ir ►�� `• Chanter 15 Roof Acsembiies and RnoftoD SlruclureS ndf-Niirr,Reader 3 Home 4Reanted Help w Fntl r' --I Flt Widthi T� I ar- �. s Combine F, / ....�' it Fit Page 1D' LI r. © Edit To HUW Zoom Stied Create Convert Extract Do More Convert toyJnrd 10 Rota2c Wt* - from Flle To Text Images with Pro Virvr. Tools Create/Convert Upgrade to Pro IJ This document is re%Wctrd or has limited access to some features. I flick here f0,options.. a I'vodssd AWMI Affidavit " OnNtt 1S-Rnol AsuwrMses and_ X . __._ FiSTRT'FC1F1 i C rawT-orarre.q a ing. electro galvanization, mechanical 1307.Z.b Fasteners. Fasteners for asphalt shingles shall be €. galvanization, hot galvanized, stainless steel, aluminum or copper roofing : dipped galranization, stainless steel, nonferrous metal and nails,minimum 12 gage[0.105 inch(2.67 mm)]shank with alloys or other suitable corrosion resistant material. a minimum 3/k inch-diameter(9.5 mm)head,of a length to i 3iiI sere.s- Wood screws conform to ANSI/ASME B penetrate through the roofing materials and a minimum of 18.6.1. Screws shall becorrosionresistant bycoating.galvani- 3/4 inch(19.1 nun) into the roof sheathing. Where the roof nation.stainless steel.nonferrous metal orother suitable corro- sheathing is less than'/.,inch(19.I mm)th ick.the nails shall I : sion resistant material. The corrosion resistance shall be penetrate through the sheathing. Fasteners shall comply demonstrated through one of the following methods: with ASTM F 1667. 15A 2010 FLORIDA BUILDING CODE—BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 1 s o;.c.h., The nail component of plastic cap nails shall underlayment shall not interfere with the ability of the shin- meet the corrosion resistance requirements f q o Section glen to seal. 1507.2.6. 1307.1.8.1 Hiph wind altacbinenI. Underlayment 110;-,c..; A ton rb■as I.Asphalt shingles shall have the min- applied in areas subject to high winds(V, d greater than imurn number offasteners required by the manufacturerand 110 mph as determined in accordance with Section Section 1504.1- Asphalt shingles shall be secured to the 1609.3.1) shall be applied with corrosion-resistant fas- roof with not less than four fasteners per strip shingle or two tenors in accordance with the manufacturer's instruc- fasteners per individual shingle. Where the roof slope tions. Fasteners are to be applied along the overlap at a exceeds 21 units vertical in 12 units horizontal (21:12). maximum spacing of 36 inches(914 men)on center. asphalt shingles shall be installed in accordance with the manufacturer's 1307,[.11.'[ Ice barrier. Reserved. t printed installation instructions for steep-sloperoofapplicaiions. 1str;.z.v Flashings. Flashing for asphalt shingles shall rrnnnly sailh Chic crriinn Pinch;not chnll he nnnlinri in nrrrrn•- u S of 38 4 ._a (.:' J G� " " a LJ ism -- �► ",�. �-; - ;+•= ` Chanty*15-Roof Assemblies and Rooftr!o Stnlctures.ndf-Nitro Reader? ® Homr ;cManutl Hrlp :a Find t ••I fit Width - 'ty�'I © �ombmc File, / r V :J Fv it lige rC L, Edit Text Hand Zaom stied -. Create Convert Extract Do More Convert toylortl ILS Rntale airy - trom File To Text Images With Pro >•irw Tools Create/Convert Upgrade to Pro -J Tens document is restricted or has limArd access to some features. - I Click here for options... n •--•h ere--ti tat a Rtaowt Approval Aftiowt o ClraNer 15-Root As-tifirs and... >. SPEED F®RM FIGURE of all metal laps.The entire edge of the horizontal IGOA,e.C or ASCE-7 V d ASTM o 7Isa ASTM D 3161 flange shall be scaled covering all nail penetrations - 110 --- 85 D.G or H A,D or FpP g witlT approved flashing cement and membrane. —- Shingles will overlap the horizontal flange and It+ 90 D.G or H A. D or F shall be set in approved flashing cement. 129 100 G or H A, D or F Base flashing shall be of either corrosion rests- : tant metal with a minimum thickness provided in 14� 110 G or H F Table 1503.2 or mineral surface roll roofing : 155 120 G or H F weighing a minimum of 77 pounds per 100 square I6it 130 H F feet(3.76 kg/(1T').Counter flashing shall be corro- : 1— sion resistant metal with a minimum thickness pro- ( litl_ 140 i H F vided in Table 1503.2. 194150 H J— _ F Valleys. Valley linings shall be installed in _. • t sr;_e.a U R/erla r w tat application. For roof slopes from accordance with the manufacturer's instructions before two units vertical in 12 units horizontal(17-percent slope) applying shingles. Valley linings of the following types and up to four units vertical in 12 units horizontal(33-per- shall be permitted: cent slope).underlayment shall be two layers applied in the I. For open valleys lined with metal,the valley lining following manner. Apply a minimum 19-inch-wide (483 shall be at least 16 inches(406 mm) wide and of mm)strip of underlayment felt parallel with and starting at any of the corrosion-resistant metals in Table the raves.fastened sufficiently to hold in place.Starting at 1503.2. the cave. apply 36-inch-wide (914 mm) sheets of underlayment overlapping successive sheets 19 inches(483 2. For open valleys,valley lining of two plies of min- underlayment by fastened sufficiently to hold in place.Distortions in oral-surfaced roll roofing complying with ASTM the undcrlayment shall not interfere with the ability of the D 6380. Class M.or ASTM D 3909 shall be per- : shingles to seal.For roof slopes of four units vertical in I? miffed. The bottom layer shall be 18 inches (457 units horizontal(33-percent slope)or greater,underlayent nun) and the tap layer a minimum of 36 inches m shall be one layer applied in the following manner. (914 mm)wide. Underlayment shall be applied shingle fashion. parallel to 3. For closed valleys, valley lining of one ply of : and starting from the cave and lapped 2 inches(51 mm).fas- smooth roll roofing complying with ASTM D tened sufficiently to hold in place. Distortions in the 6380, Class S. and at least 36 inches (914 mm) 2010 FLORIDA BUILDING CODE—BUILDING 15.5 v u. 5 or 38 t. �.a c..., J RECZJ '><R IDESEARCH & DESIGN, LLC. Certificate of Authorization#9503 OCT 2 6 20I 3 CHRISTIAN STREET, UNIT#13 TRINITY ERD OXFORD,CT 06478 PEFt.a'llil-1ta3 PHONE: (203) 262-9245 ¢ s 7 _St. Lucie,CourAy, F� FAX: (203)262-9243 EVALUATION REPORT r Owens Corning - ,, r. .- Evaluation Report 037940.02.12-R7 One Owens Corning Parkway FL10674-1112,> s y� Toledo,OH 43659 Date of Issuance:02/06/2012 Revision 7: 04/18/2016 SCOPE: This Evaluation Report is issued under Rule 51G20-3 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. DESCRIPTION: Owens Corning Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E, if the product changes or the referenced Quality Assurance documentation changes. Trinity)ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity 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 8. Prepared by: tt torr -- C`�`y��.` /.'r LL The facsimile seal appearing was authorized by Robert Nieminen, Robert J.M. Nieminen P.E. s''"' '"�• Nieminen, P.E.on 04/18/2016.This does not serve as an electronically signed 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. TrinityJERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E.does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E.does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD 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. 2. -STANDARDS: Section Property Standard 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: Entity Examination Reference Date UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3 02/15/2007 UL LLC(CER9626) Physicals&Wind Resistance 20120516-132453 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 NOAs Various UL LLC (QUA9625) Quality Control Service Confirmation,R24S3 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'"are fiberglass reinforced, 5-tab asphalt roof shingles. 4.1.4 Duration, TruDefinition* Duration, Duration Premium Cool, TruDefiniti Duratio Designer Color Collection, TruDefinition�Oakridge�, idge� and WeatherGuard� HP are fib forced, laminated asphalt roof shingles. 4.2 Berkshire' Hip & Ridge Shingles, High Ridge, WeatherGuard* HP Hip & Ridge Shingles, ProEdge Hip & Ridge Shingles and DuraRidge" 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. 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,LLC. Evaluation Report 037940.02.12-R7 Certificate of Authorization X9503 F1.10674-1112 Revision 7:04/18/2016 Page 2 of 8 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 Va,d = 150 mph (V,,,t = 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 Va,d = 150 mph (V,f,= 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 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. 5.4.4 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. 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 61G20-3, 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. > 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 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. See figures below for details. 6.2.5 Minimum Nailing—Starter Strip Shingle and Starter Strip Plus: Fdt undedayment Oeck Felt undertaymern Deck Se04dhered, WeatherLocka S!N-adhered und*daymeat -� Weathertoek• 'Vii; .`;, undedaYment ' Drip edge Drip— Drip edge Drip— edge edge _Naik located Nails located 2'-7"from eave 1''-3"from eave Install first 1W sealing adhesive Ser4e+1'ng adhes"a Starter wip ofi6aned aloe eave Instal first Stater Strip Plus positioned along saveshingle with P g with 6"rcmared 8"removed \ Starter\p Pius overhangs eaves and ekes 111"—J/4' Starter Strip shingle overhangs eaves and rakes a-�." Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7 Certificate ofAuthoriiation 89503 FL10674-1112 Revision 7:04/18/2016 Page 3 of 8 TRINITY ERD 6.2.6 Minimum Nailing—Classic®&Supreme: [7:: Mansard or Area para Normal Mansard or Area parr High Wind desvanes y Wind Areas High Wind desvenes y s normales Areas vientos tuertes Area para vientos norma/es Areas vientos/uertes t 1 fit` z IB t (AI�'�—trtzt 5 5/8`Exposure Exposicidn 6.2.7 Minimum Nailing—Berkshire®: Sealant strip Sealant strip La tira da se.7ador La tin de sellador 64----------- a 4---i •4----------i• 1` A V2` 9 VII 9 Vf AV2` } ` „8th" 6'h" 8 14" 8 1411 r r r Standard Fastening Pattern 6-Nail Fastening Pattern Sealant strip to t4a de sellador •t -e4-----------*e •a '•a >• 9 Yf 8 VP A Yf A Yr ,.J 1 - 2" Asphak roofing cement Ccmento de techo de astaho Mansard or Steep Slope Fastening Pattern Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7 Certificate of Authorizotion x9503 FL10674-R12 Revision 7:04/18/2016 Page 4 of 8 TRINITY ERD 6.2.8 Minimum Nailing—Devonshire'": 1_ l 7/r l 8r t g 8^ F— 7 I _fin Nu ' Gavos Nails — •...... r to -2 5-5/8'exposure Sealant location Exposicibn de 5-516 pulg Ubicaci6n del sellador ,w• Ten V 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 S—N.ft taftenine area Adth S—Naille fa~ing ani Yridel Nail,Typcl 12- I +r t-m^EU cvrsoyas,.. F1 F] F� Standard Fastening Pattern 6-Nail Fastening Pattern Fastening for Slopes Greater Than 21:12 SUM1Na1141.f11nMe.n.Mala rNan,rypiui 1• 12' i I t2- r —e Fou+1"Spob of Afpn.a Aa fi.j Cement Mansard or Steep Slope Fastening Pattern Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7 Certificate of Authorizotion#9503 FL10674-R12 Revision 7:04/18/2016 Page Sot 8 TRINITY ERD 6.2.1 Minimum Nailing—Tru Definition'Oakridge", Oakridge": 4 Nail Pattofn 6 Nail Pattern Esquema con 4 claws Esquerna con 6 clavos V r I-*— 12- —O� Ir— 12- 5 5/9" 2-55/9"ExposureFlails 5 518"Exposure Nails Exposici6nde55/6pulg. C(avos Exposici6nde55/8pu1g. 5519"Expo.;uie Clavos 5519"Exposure Exposicidn de 5 5/9 pulg. Exposicidn de 5 5/6 pulg. Standard Fastening Pattern 6-Nail Fastening Pattern Fastening for Slopes Greater Than 21:12 Sunneu+i iesrenine sne.imn Men,rypiur G-WF O-72.. Four t"Spau el Aepneu Roo/lny Cement Mansard or Steep Slope Fastening Pattern 6.2.1 Minimum Nailing—WeatherGuard"HP: I. iiYbIngle //b/d � 2' Fi�w ll�tiii*10x1 LJ•s Clew w 1e�e,r i 1�dfle Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7 Certificote oJAuthorication 99503 F1.10674-1112 Revision 7:04/18/2016 Page 6 of 8 TRINITY ERQ 6_3 Hip&Ridge Shingles: 6.3.1 Installation of Berkshire! Hip and Ridge Shingles, High Ridge, WeatherGuarde 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 Dura Ridge'" 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. 6.3.3 Minimum Nailing—Berkshire®Hip&Ridge and High Ridge: Fig.7 f— RevalingNAnu / 4 Fig.2 Dsealon A TopV,w S,deViw NaNd'��--�4 A Nyld Nails Tap Lininwad Y piece I 4 i I 1 1 I I 1 i I A I I I 1 I 8' B- it Expoawe � �I I \ I 1 6.3.4 Minimum Nailing—WeatherGuard®HP Hip and Ridge: Fig.A 4 4 Fig.C Hip&Ridge Shingle Fastening proalap Whid / \ Top VLow �—proclbn � Nanx -----�4 4 \\ p,\ i Nails Wells s'---�I Ecposuro �` � Qpowro Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7 Certificate ofAuthori2ation#9503 FL10674-R12 Revision 7:04/18/2016 Page 7 of 8 TRINITY ERD 6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles: Prevailing Standard �" Wind Direction Sealant StripFastening Pattern 6'Exposure I ` —I•I I-2" 12' I se,bnt Fasten 71h Vjz' 6'Exposuto Cover Exposed J I+ Fasten.with Roof Cement t2" 6.3.6 Minimum Nailing—DuraRidgeT' 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. Prawiln°Wind Dirwdm Top View Dinaion dorniwnce ds%me We en plan Dincddndel vient°prdcrnisnnse r Viaasuperior 1-14+ P 2 sfs Ci C e Nail Owans Casing SurcNail• r;4�°o.. Eo f bje ry I Ir$�i� 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—QUA962S; (414) 248-6409; karen.buchmannL@ul.com - END OF EVALUATION REPORT- Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7 Certificate of Authorirotion x9503 FL10674-R12 Revision 7:04/18/2016 Page 8 of 8