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HomeMy WebLinkAboutDEMARGO 2540 HARBOUR COVEAll APPLICAB E --IN O MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED 1 Date: Permit Number: COUNTY Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 4.62-1553 Fax: (772) 462-1578 Commercial Residential PERMIT TYPE: VXrco-p IMP Address: N: Property Tax ID #: DI Q Lot No. Site Plan Name: Block No. Project Name: DETAILED DESCRIPTION OF WORK: In 6, %L-4 I CONSTRUCTION INFORMATION: L NOS 15--- 0-715 , 0 Additional work to be performed under this permit –check all that apply: ,Mechanical Gas Tank Gas Piping _ Shutters " Windows) oors _ Electric Plumbing _ Sprinklers _ GeneratorT 1/ Roof i JVitch Total Sq. Ft of Construction: Cost of Construction: $ D C) �O Sq. Ft. of First Floor: Utilities: —Sewer _Septic Building Height: OWNER/LESSEE: I CONTRACTOR: Name C."(Y 0 Address -0 Q Cf e, t r Name: Company: Address: 15140S City: Zip Code: � hone No 51'i l cql�-VC CJ I,�C `E% St q tJ Fax: C� C3 0 City: p l-ffc State: 'F Zip Zip Code: L _ Fax: Phone No. 40-7 sr 2) rr E -Mail: e -i -C Fill in fee simple Ti'de Holder on next page (if different from the Owner listed above) E -Mail 1 cc) i'" s State or County License nn l� � 11 YQIUC VI UJIMIU-6Uun is pziuu or more, a KMVKUrU ivotice OT commencement is required. If value of HVAC is $7,500 or more, a RECORDED Notice of Commencement is required. On SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: Fr" 3559 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: Ad d ress: Address: City: City: Zip: Phone: Zip: Phone: P11A/1\rrD/rnwrTnwi+-raw . REVIEW REVIEW REVIEW —1-1i %.wr■ r np%%.. vn Arrruvr I; 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. Ducie 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 HE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN (FINANCING, CONSULT WITH Y NDER OR AN ATTORNEY BEFORE RECORDING YOUR @Qt@E OF COMMENCEMENT." of cpvner�see/Contractor as Agent for Owner SignatAF6 of C tracto icense Holder STATE OF FLOBIDA, STATE OF FLORIDA COUNTY OF n COUNTY OFOAV� The forgoing instrument was acknowledge before me this �- day of 20 by Name of person making statement. Personally Known V OR Produced Identification Type of Identification Produced The forgoing instrument was acknowledged efore me this _aday of 20�by Name"erson making s atement. Personally Known OR Produced Identification Type of Identification Produced (Signature o"otary Public- Shat Fiorry }�vi155!Dd4 Fr" 3559 {Signature of tart' Public- State O w rida j V)4- Commission No, * np E5: July 26, 2019 •' `'� KELLY L. i�JNEYI AN r° C0WISS10(i#FF90035. ,4 �etNot;ryssreicas Commission No. [ea °pFOF ���¢ 4 APIRES: July 26, 2019 r` 2.� �!•u'�.hr:3;i�;,es,I�etaryServi� REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: Parcel ID: Account #: Map ID: Use Type: Zoning: City/County: Ownership Kenneth E DeGarmo Jeannine S DeGarmo 2540 Harbour Cove DR Fort Pierce, FL 34949 Legal Description CORAL COVE BEACH -SECTION ONE- THAT PART OF TRACT B AKA HARBOURCOVE UNIT 45 MPDAF: COMM AT INT OF CIL BIMINI DR AND N Ll OF 100 FT R/W A -1-A RUN N 87 DEG 08 MIN47 SEC W ALG N R/W A -] -A15 (OR 2379-2638) Current Values 2540 HARBOUR COVE DR 1425-701-0064-450-5 134654 14/26A 0100 HIRD Saint Lucie County 6-14-18 Ken DeGarino 2540 Harbour Cove Fort Pierce. F1 407-375-8328 Kedgroup�4,my excel.com I a --t nt i c construction + roofing 772-465-9700 / 772 -264-0302f Proposal: • Remove existing single layer 30 # and single layer asphalt shingles down to decking on the pitched roof only. Additional layers of 30# to be removed at $25/a square, and shingles to be removed at $50/a square. • Replace up to 2 sheets of rotten plywood as needed. Renail to code if needed. • On the entire pitched roof:Install a layer Peel and Stick, fastened. • Install matching AIuminum accessory metals.(drip edge, wall flashing, etc....} • Purchase and Install I (one) 2'x4' Miami Dade County Approved Impact Low -E Skylite(not responsible for interior drywall work) • Install An Owens Coming Asphalt Architectural Shingle, fastened to code w/SS nails.(Coior to be determined by customer.) • Get all necessary permits, engineering and remove all construction debris upon completion. • ACI to issue a 5 year labor warranty and Applicable manufactures warranties will be forwarded upon receipt of final payment We propose to supply labor and materials for $10,300.00 2q000.00 eposit. Gutters to be removed and replaced by others.(If Applicable). Note: No verbal promises made by any representatives of the company are binding on the company, unless contained in the agreement. T2,Jo This proposal becomes a Contract upon signing. Service will begin when the signed Contract, notice of commencement and a 4 posit - rec ' ed. 30% is due upon tear off and dry in. Upon completion of project the balance is due. Awry balance past due (i j to f ce charges. ti nti'c construction + roofing 772-465-97001772 -264-0302f THIS JOB OVERIVEW BECOMES PART OF THE CONTRACT UPON SIGNING. PLEASE READ CAREFULLY! NOISE: Re -roofing is a noisy business. You will hear scraping. Banging etc. throughout the process. If you have any pets of any kind, board them or prepare them to withstand the noise. SHELVES, PICTURES, MMRM, LIGATING FIXTURES, ETC. These items can easily fall and break due to vibration during roof removal and installation. We ask that you check these items making sure that they are secure or are removed to a safe place. We, Azteka Construction Inc. cannot be held responsible for damage that could occur to them. DEBRIS FROM TEAR -OFF AND ROOF INSTALLATION• A lot of debris is created when removing an existing roof, some of which can fall through your roof into your attic, or open areas in attic above garage. We suggest that, where able, you cover all items with drop cloths of some sort to minimize clean up when the job is complete. Azteka Construction Inc. will not be responsible for any interior dirt, dust or debris. TREES, BUSHES, FLOWERS MUBBERY ETC: Where there are low hanging branches around the roof in the work area, we may find it necessary o have them trimmed back. Upon signing this Overview, you agree to allow this if needed at NO COST TO YOU. If you have any special shrubbery, flower or other plants, please make provisions for their protection from falling debris. We do take precautions, but cannot guaranty their safety. If you have large trees or tree limbs that will prohibit the entry of any trucks needed to complete the process efficiently, they will need to be cut or trimmed or cut by OTHERS. We do our best to leave you landscape as neat as possible when done. GOOD ACCESS TO ROOF AREA: Please indicate to us, before the job starts, where we may safely place materials. It is also important that we know of any soft areas in the lawn, sprinklers, septic tanks, etc. We will need to know where we can safely drive and park equipment, as Azteka Construction Inc. cannot be held responsible for damage of any kind to walkways or driveways, where it is impossible to be aware of weaknesses. We will make every attempt to protect your driveways from oil or tar stains for our equipment, but we cannot guaranty perfection MELAI I '1'O ROOF REPLACEMENTS: In some cases Azteka Construction will handle removal and replacement of said items, BUT ONLY WHEN INCLUDED IN THE PROPOSAL. Be aware that when the phrase "by others" is used, someone else will be required to do the work at your expense. Azteka Construction Inc. will always cooperate with such persons hired by you. LITIGATION In any litigation arising out of this contract, Azteka Construction, Inc. shall be entitled to recover from the customer all of contractor's reasonable attorney's fees, costs and expenses incurred in ay such proceeding including those incurred in the course of any appellate proceeding. Florida State Statute 489.1425 Duty of contractor to notify residential property owner of recovery fund. Payment may be available from the Florida Homeowner's construction recovery fund if you loose money on a project performed under contract, where the loss results from specked violations of Florida law by a licensed contractor. 2(a) Upon finding a first violation of subsection (1), the board may find the contractor up to $500, and the moneys must be deposited into the recovery fund. IT IS UNDERSTOOD AND AGREED TO, THAT IF NECESSARY, DUE TO WATER CONDITIONS AZTEKA CONSTRUCTION INC. MAY HAVE TO ALTER SCHEDULING OF ROOF �EAGLEVIEW REPORT DETAILS QuickSquares TM June 12, 2018 Roof #1 Area: 15 Squares hh"' _ Predominant Pitch: 4 1000/0 This report includes up to two structures on a residential property and one structure on a mufti -family property. The pitch ``'ao+ ` has been factored into the calculation with no waste. Please upgrade to a Premium Report to receive measurements for additional structures and for any lower roof areas that may be obscured from view in the top-down image, as they are not Satisfaction Guaranteed included in the totals on this report. w+wv.eaaleview.com/Guarantee Uparade Your Reuort! QuickSquares is a report used to estimate the overall size of the roof; for material -ordering accuracy, contractors should Upgrade to_a Premium Report. The price of your QuickSquares report will be deducted from your upgrade. A Premium Report includes: *3D Roof Diagram * Length Diagram + Area Diagram • Aerial Images (Top, N, S, E & W) . Notes Diagram • Pitch Diagram • Waste Calculation Table • Report Summary • Customizable Report r • Square Footage Pitch Table �.J2QD8-2016 Eagle View TQehnolog�es, Lm- and Pcton,e'try Interna¢on A Corp -PA Rights Reserved - Covered by one or pore of US. Patent Nos. 8,073,436; 8,145,578; 8,170,840; 8,289,152; 8,515,125; 9,IB3,538; 8,818,770; 8,542,880; 9,244,539; 9,329:749, Other Patents Pandng. MIAMId)ADE MIAMI -DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMIMSTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamiande.gov/economy Maxine Industries, Inc. 1630 Terre Colony Court Dallas, TX 75212 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted wanner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend tht use of such product or material within their jurisdiction_ RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High, Velocity Hurricane Zone. DESCRIPTION: Model DCM Curb Mount & DSF Self -Flashing Aluminum Skylights APPROVAL DOCUMENT: Drawing No. MAX0003, titled "Curb Mounted and Self Flashing Skylights", prepared by Maxim Industries, Inc, sheets 1 through 5 of 5, dated 12/03/2013, with revision B dated 07/09/2015, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0318.01 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA Na. 15-0715.08 CMIAMII-DADE COUNTYExpiration Date: February 20, 2819 Approval Date: September 10, 2015 p$ 31 V1$ Page 1 Maxim Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L Drawing No. MAX0003, titled "Curb Mounted and Self Flashing Skylights", prepared by Maxim Industries, Inc, sheets I through 5 of 5, dated 12103/2013, with revision B dated 07/09/2015, signed and sealed by Robert J. Amoruso, P.E. B. TESTS "Submitter) under NOA # 14-0318.01" 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBG, TAS 202-94 4) Large Missile Impact Test per FSC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation of Self Flashing and Curb Mount Plastic Glazed Unit Skylights, prepared by Architectural Testing, Inc., Test Report No. D1032.01- 801-18, dated 10/02/2013, and revision i dated 02/24/2014, signed and sealed by Vinu J. Abraham, P.E. "Submitted under NOA # 13-1217.24" 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202.94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation of Self Flashing and Curr Mount Plastic Glazed Unit Skylights, prepared by Architectural Testing, Inc, Test Report No. D1032.01- 801-18, dated 10/02/2013, signed and sealed by Vinu J. Abraham, P.E. C. CALCULATIONS "Submitted under NOA #113,-1217 24" 1, Anchor calculations for substrate installation prepared by PTC Product Design Group, LLC, dated 12/03/2013, signed and sealed by Robert J. Amoruso, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of acceptance No, 12-0605,05 issued to Bayer MaterialScience LLC (MA), for their Makrolon Polycarbonate Sheets, approved on 12/06/2012 and expiring on 08/27/2017. 2. Notice of acceptance No. 12-0110.04 issued to Palram Americas, Inc, for their Corrugated and Flat Polycarbonate Panels, approved on 02/23/2012 and expiring on 01/22/2016. F. STATEMENTS 1. Statement letter of code conformance to the 5t' edition (2014) FBC and of no financial interest issued by PTC Product Design Group, LLC, dated 07/09/2015, signed and s sled by Robert J. Arnoruso, P.E. l jzr arlos M. Utrelra, P.E: Product Control Examiner NOA No. 15-0715.08 Expiration Date. 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CIL Ln — c ; � 0 � LO (f} C + � a_ +�'Md ❑ O O issnd Q� U E Q C Q ro c + � . � U 7 `ta ¢ E W a: ry�r `e Li— w7 e � c 8 rm V /(nju o e LU 12 N � O o T Q R E G C ma (� E E +. �E a o c c�a� -R c'4oY .L'+ pap cTi. W© E: QQ ry C Q ui rl N ? d J f V = o 'p K Vir 'pJ H' e„n C A W 15.! tFi H'L— O E N C ti � = d W 4 _ y o9 w. info o� a � 0 C O H �vlm o sso n F 5 r C Ods °Zdd �Eg Sia 5 LL UL E 3:5 E Wea i_` IJ... N d $ OO m E !! '' U Q L� V/s4` iAs fig" Q cs TRINITYERD EVALUATION REPORT TRI -BUILT Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 (203) 262-9245 Evaluation Report A42960.10.12-116 FL16048-R6 Date of Issuance: 10/25/2012 Revision 6: 09/25/2017 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 6th Edition (2017) 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. Trinityl ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity) ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59165, Florida DCAANE1983 The facsimile seal appearing was authorized by Robert Nieminen, RE. on 49/2512617. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE; 1. Trinityl ERD 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 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 Materials Group, LLC, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations Conditions of Use set forth herein. 2. STANDARDS: Section Properly Standard Year 1504.3.1 Wind Resistance FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1504.6 Accelerated Weathering ASTM G155 2005 1507.2.4 / 1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 (04-12) 2012 3. REFERENCES: Entity Examination Reference Date ERD (TST6049) Physical Properties 540540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties 540540.11.13 11/19/2013 ERD (TST6049) Physical Properties S40540.03.14 03/26/2014 ERD (TST6049) Physical Properties 544870.04.14-2 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-3 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-1 04/10/2014 ERD (TST6049) Physical Properties S44870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014 ERD (TST6049) Physical Properties 543530.05.14 05/28/2014 ERD (TST6049) Physical Properties 540540.10.14 10/31/2014 ERD (TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 ERD (TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017 UL, LLC. (QUA9625) Quality Control Multiple -Listing R16814 12/10/2015 UL, LLC. (QUA9625) Quality Control Service Confirmation Exp. 07/18/2020 4. PRODUCT DESCRIPTION: 4.1 Tri -Built Sand -R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment, with a 36 -inch sheet width; meets ASTM D1970. 4.2 Tri -Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012. 4.3 Tri -Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither 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 FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, LLC. Evaluation Report A42960.10.12 -R6 Certificate of Authorization #9503 6' EDITION (2017) FRC NON44VHZ EVALUATFON FL16048-R6 TRI -BUILT Roof Underlayrnents; (800) 516-1485 Revision 6: 09/25/2017 Page 2 of 6 C ` TRINITY ERD 5.4 TRI -BUILT Hoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nail-Dn Tile Foam -On Tile Metal Wood Shakes Slate s ri-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 / underlayment combinations. TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATION51 Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset® AH -160 FL6332 Tri -Built S/A HT TU Underlayment Dow TileBondTl FL22525 Tri -Built S/A HT TU Underlayment 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Tri -Built Sand -R. SA Shingle Underlayment, Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT S/A Underlayment applied to: Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete. While not required over plywood, OSB or Southern Yellow Pine substrates, TRI -BUILT Materials Group, LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI -BUILT Materials Group, LLC requires tongue -and -groove board decking be covered with plywood or OSB prior to installation of the self -adhering underlayment. 5.6.2 Bond -to -insulation: Tri -Built Sand -R SA Shingle Underlayment, Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT S/A Underlayment applied to: Dens Deck Prime; SECU ROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on tile systems (Tri -Built S/A HT TU Underlayment only), insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474, Appendix D or TAS 114, Appendix J. 'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design, LLC. Evaluation Report A42960.10.12 -R6 Certifkate ofAuthorization #9503 6EDITION (2.017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI -BUILT Roof Underlayments; (900) 516-1485 Revision 6: 09/25/2017 (Page 3 of 6 TRINITY' ERD 5.6.3 Bond to Mechanically Attached Base LaVer: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ASTM D226, Type I or 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). 5.6.4 Wind Resistance for Underlayment Sustems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the Underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind pressures. #1 Maximum Design Pressure = -45.0 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment: Tri -Built S/A HT TU Underlayment, self -adhered. #2 Maximum Design Pressure = -67.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having voids/bridging at side and end -laps. Jurisdiction. Primer: Soprema Elastocol 600c Underlayment: Tri -Built S/A HT TU Underlayment, self -adhered. #3 Maximum Design Pressure=-150.0psf: Deck: Min. 15/32 -inch RPA -rated BCX plywood (may be installed C -side up) to meet project requirements to satisfaction of Authority Having Jurisdiction. Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional) RESISTO EXTERIOR PRIMER Underlayment: Tri -Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side and end -laps. #4 Maximum Design Pressure =-60.0 psf: Deck:. Min. 19/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC 1517.5.2) spaced 6 -inch o.c. at the 4 -inch laps and 6 -inch o.c. in three, equally spaced rows in the center of the sheet. Underlayment: Tri -Built S/A HT TU Underlayment, self -adhered. Exterior Research and Design, LLC. Evaluation Report A42960.10.12 -R6 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI -BUILT Roof Underiayments; (800) 516-1485 Revision 6: 09/25/2017 Page 4 of 6 \\ TRINITY ER® 5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012 (0412), Appendix A, Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Tri -Built Sand -R SA Shingle Underlayment or Tri -Built Smooth HT S/A Underlayment shall not be left exposed for longer than 30 -days after installation Tri -Built S/A HT TU Underlayment shall not be left exposed for longer than 180 -days after installation. 5.8 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12)): When loading roof tiles on the underlayment in direct -deck the assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS Maximum Underlayment Tile Profile Staging Method Slope Flat Max. 10 -tile stack 6:12 Lugged Max. 10 -tile stack 5:12 Max. 10 -tile stack (bottom 2 -tile stack shall be inverted, followed by 8 tiles high 6:12 on slope, as shown below) Tri -Bu iltS/A HT TU Underlayment Lugged r Exterior Research and Design, LLC. Evaluation Report A42960.10.12-116 Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVIiZ EVALUATION FL16048-R6 TRI -BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 5 of 6 TRINITY ERD 6. INSTALLATION: 6.1 TRI -BUILT Roof Underlayments shall be installed in accordance with TRI -BUILT Materials Group, LLC published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable), 6.3 Tri -Built Sand -R SA Shingle Underla meat Tri -Built S A HT TU Underla went or Tri -Built Smooth HTS A Underla mens• 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.3.2 Non -Tile applications: While priming is optional, TRI -BUILT Materials Group, LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Rall out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel -off the release film diagonally while holding the membrane tight. Firmly roll, broom or hand -press the membrane into place to achieve a bond. Horizontal seams should be minimum 3 -inches, configured to shed water. Vertical seams should be 6 - inches and staggered not less than 2 -ft from vertical seams in the course below, sealed in accordance with TRI -BUILT Materials Group, LLC requirements. When installing at slopes above 8:12, TRI -BUILT Materials Group, LLC recommends back -nailing in the overlap area at the top of the sheet at 12 -inch o. c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys, apply the sheet starting at the lowest point and work upward. 6.33 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 fail outside the scope of FRSA/TRI April 2012 (0412). Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. See Table 2 herein, and TRI -BUILT Materials Group, LLC published requirements for tile staging. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Gulfport, MS 9. QUALITY ASSURANCE ENTITY: UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A42960.10.12 -R6 Certifkate ofAuthorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI -BUILT Roof Underlayments; (900) 516-1485 Revision 6: 09/25/2017 Page 6 of 6 f 1�j a' TRINITY 3 ERCP EVALUATION REPORT Owens Corning One Owens Corning Parkway Toledo, OH 43659 (740) 404-7829 EXTERIOR RESEARCH & DESIGN, LLC. Certificate ofA,uthorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203)262-9245 Evaluation Report 037940.02.12-R8 FL10674-1113 Date of Issuance: 02/06/2012 Revision 8: 10/09/2017 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 61h Edition (2017) 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 and FBC 1507.2.7.1 / R905.2.6.1. 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, R.E. if the product changes or the referenced Quality Assurance documentation changes. TrinitVI 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 8. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANF1 83 The facsimile seal appearing was authorized by Robert �+�+'•`� Nieminen, P.E. on 10/99/2017. Thfs does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity) ERD 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 l ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in 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. UT--RINITY ERD ROOFING SYSTEMS EVAWATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: ©wens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated compliance with the following sections of the 6th Edition (2017) 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 PropertV Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Enti Examination Reference Date UL LLC (CER9626) Physicals & Wind Resistance File R2453, Vol. 3 02/15/2007 UL LLC (CER9626) Physicals & Wind Resistance 20120516-R2453 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 02/01/201.4 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 N©As Various UL LLC (QUA9625) Quality Control Service Confirmation Exp. 05/16/2020 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, TruDefinition Duration® Designer Calor a m Collection, TruDefinition Oakridge , Oakridge® and WeatherGuard® HP are fiberglass reinforced, laminated asphalt roof shingles. 4.2 Hip _& Ridge Shingles: 4.2.1 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 Accessory Starter Strips: 4.3.1 Starter Strip Shingle, Starter Strip Pius and Starter Shingle Roll are starter strips for asphalt roof shingles. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity]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 FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, LLC. Evaluation Report 037940.42.12-118 eertiftate of Authorization #9503 6EDITION (2017) FBC NON-14VHZ EVALUATION FI10674-1113 Owens Coming Asphalt Roof Shingles Revision 8: 10/49/2017 Page 2 of 8 V TRINITY ERD 5.4 Wind Classification: 5.4.1 All Owens Corning asphalt shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for use in all wind zones up to Vasd = 150 mph (V,lt = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for use in all wind zones up to Vasd = 150 mph (V,I, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Classification by ASTM D7258 applies to exposure category B or C, as defined in FBC 1609.4.3, and a mean roof 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 F.A.C. Rule 611320-3. 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 1507.2.3, 1507.2.4 or R905.2.3. 6.22 Asphalt Shingles: 6.2.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following exceptions: ➢ Berkshlre� 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 s- Starter Strip Shingle and Starter Strip Plus: Felt undertaymantDeck J.r Seff-adhered WestherLoW _ underlayment Drip edge edge Nails located 2=T' from eave Install first Self-sealing adhesive starter StriRR positioned along eave shingle .-Z V removed y Starter Strip shingle overhangs eaves and rakes 1,14444' Exterior Research and Design, LEC. Evaluation Report 037940.02.12 -RS Certificate of Author&arion #9503 fiT" EDITION 120171 FBC NON-HVHZ EVALUATION FL10674-R13 Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017 Page 3 of 8 6.2.6 Minimum Nailing —Classic® &Supreme: Normal Mansard or Area pare Wind Areas High Wind desve*es y Ara* pare vientos normalas Areas vienros t`uerTe2 1" IAr 1" i ri" 2• IB �2• ,• 5" Exposure Erpdsicion 6.2.7 Minimum Nailing — Berkshire®: Saabrit strip La tin de setacW 9 YP 9 Yf a Y2" Standard Fastening= Pattern ry r TRINITY ERD Normal Mansard or Ara* para Wind Areas High Wind desvarros y Area para vientos nor nales Arens vientos th,enes (A) ,21 �• �• 2" 5 518' Exposure Exposrc do Sealant strip La Iva de seltadar 6 -Nail Fastening Pattern Sealant strip La lira de setlidor ke[`--04 --------- 3. e a 4 ► a -T a L„ 9 iff S Yf 8 /i' 9 Yf t r i i - i +� 2• Wsphaft rooting cament Cer>reata de Who do WOO Mansard or Steep Slope Fastening Pattern Exterior Research and Design, LLC. Evaluation Report 037940.02.12 -RS Certicare of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13 Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017 Page 4 of 8 6.2.8 Minimum Nailing — DevonshireTM: 7" $n 81, �g" 71' r Nall arm exposure Seaiarre location Exptrsia6n de 5 518 ping Sealant def sellador Standard 6 -Nail Fastening Pattern TRiN" i ERD 6.2.9 Minimum Nailing — Duration", Tru Definition® Duration, Duration® Premium Cool & Tru Definition' Duration. Designer Color Collection: 4-Naif Fastening Pattern r— sureHai*Tmtenlrig area wictth f+ � tlaif,'i�p�l Standard Fastening Pattern Fastening for Slopes Greater Than 21;12 SaraliNMl hahieing mew wWN 1,r'' NMI, T/pSW I � I 94' Yl raur 1- Spell of Asphah Reafing Coolant Mansard or Steep Slope Fastening Pattern Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R8 Certificate of Authorization 89503 6T" EDITION (2017) FSC NON-HVHZ EVALUATION FL10674-1113 Owens Coming Asphalt Roof Shingles Revision 9: 10/09/2017 Page 5 of 8 [ 4 JTRINITYIRD 6.2.1 Minimum Nailing—TruDefinition Oakridge", OakridgeO: 4 Nail Pattern Esquema con 4 cfavos 5518" Exposure 1W` Hails Fxposicl6rrrfe5518pufg. Mayos Exposfcfon de 55i8pufg. Standard Fastening; Pattern 6 Nail Pattern Esquema con 6 ctavos 5518" Exposute Exposicbn He 5 5/8 pufg. Fastening for Slopes Greater Than 21:12 Irsag+Hdwo J f �,i4�YPwe 12" 1f2' Four V Spats Of Asphek Roofing Cement Mansard or Steep Slope Fastening Pattern 6.2.1. Minimum Nailing—WeatherGuard® HP: 6 -Nail Fastening Pattern lFa I single 911111111111 View s;: t • •'h: Ff�r-7lpolllsh Midi Lhm Circe=fnYi dopa Expnsfadn de §5/8ping. Exterior Research and Design, LLC. Evaluation Report 037940.02.12-118 Certificate ajAuthorization #9503 6' EDITION (2017) FEC NON-HVHZ EVALUATION FL10674-1113 Owens Corning Aspirate Roof Shingles Revision 8: 10/09/2017 Page 6 of 8 VT_R'INITY ER® 6_3 Hip & Ridge Shingles: 6.3.1 Installation of Berkshire* Hip and Ridge Shingles, High Ridge, WeatherGuarda HP Hip and Ridge Shingles and ProEdge Hip & Ridge Shingles shall comply with the Owens Corning current published instructions, using four (4) nails per shingle. Installation of DuraRidge'rm Hip & Ridge Shingles shall comply with the Owens Corning 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. 1 T .F— PmralrmgtlSlntl \ Dko"Wun p malls A I I p I I I I p I I 9 i I I I I A I I I I I I I E ExPo•nre 11` Fig. 2 TOP%A_ SitleVi xv Nails Na1S La Mated t. Aiece • r' r' I I I �E E �f I Vl I I 1 12- 6.3.4 Minimum Nailing — WeatherGuard' HP Hip and Ridge: Fig. A 4 4 Pre Hing Wkd �.. E— DIMCtlon p P Halls 4 � A i A I I 4 I I I I I I A I I I Fig. C Hip & Ridge Shingle Fastening Top Vlaw Nails Nal[s T' 2" 2" 5 Exlosum I 12 Exterior Research and Design, LLC. Evaluation Report 037940,02.12-R8 Certificate of Authorization #9503 6' EDITION (2017) FBC NON- HVHZ EVALUATION FL10674-1113 Owens Coming Asphalt Roof Shingles Revision 8,10/09/2017 Page; 7 of 8 6.3.5 Minimum Nailing - ProEdge Hip & Ridge Shingles: Prevailing Wind Direction Sealant Strip 6" Exposure Fasten 7'h" Cover Exposed Fasteners with Roof Cement QTR_IINITYERD Standard 11" Fastening Pattern jr Sealant 3 jYa 6" Exposure l+l � 6.3.6 Minimum Nailing — DuraRidge7m 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. *_ Prt�miFngWind Direcum Diraaian damirmto di wwr Diraco+n dal vmto pradnainsnra Haill J ffi0I I 1 � I I I I I t I I 7. LABELING: Q_ 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 staving 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; (631) 546-2458; Kanchi.Agrawala-Dokania@ul.com - END OF EVALUATION REPORT - Exterior Research and design, LLC. Evaluation Report 037940.02.12-118 Certifkate of Authorization #95DY EDITION (2017) r8C NON-HVHZ EVALUATION FL10674R13 Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017 Page 8 of 8 Tap View Vete en plan I- VIAN superior �- � w Owans Coniry SfwM1lar I la a I^� v aha �1 I Q_ 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 staving 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; (631) 546-2458; Kanchi.Agrawala-Dokania@ul.com - END OF EVALUATION REPORT - Exterior Research and design, LLC. Evaluation Report 037940.02.12-118 Certifkate of Authorization #95DY EDITION (2017) r8C NON-HVHZ EVALUATION FL10674R13 Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017 Page 8 of 8 Planning & Development Services _ Building & Code Regulation Division 2300 Virginia Avenue F LORI Fort Pierce, FL 34982 772-462-2165 or 772-462-2172 Fax: 772-462-6443 ROOF INSPECTION AFFIDAVIT Re: Permit #L i,mn '�Sfl�'i1� icen$ed as (n) ontractor*/ gineer/Architect (Please print name & cir a type) *FS468 Building Inspector *General, Building, Residential or Roofing Contractor or any individual certified under 468 F.S, to make such an inspection. On or about 5 q I did personally inspect the roof deck nailing ( Date) work at: c' 15ght jrba i tr Co M b v (Job site address) Based upon that examination I have determined the installation was done according to the current editionlorida Existing Building Code Section 708 or the product approval submitted (whichever is most I le tl_ C 013 9 Si na a and Seal License # STATE OF FLORIDA `�� ,/� COU NTY O F lid LI ML Sworn to and subscribed b fore me this_ day ofto 2.jj by t'!J -. Who is personally known td4e or who has produced as identification. Notary Public, State of Florida Signature of Notary: Commission Number: (Seal) En °�"..t .� KELLY L. MONEYNAN * ��� ccr�r�Isslo�i,t 1=1= s�3�s9 o� EXPIRES: July 26, 2019 Bonded Thru Budget Notary Services