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Home My WebLink AboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 1 SCANNED Permit Number: Iy 11 �Oa15� r BY ILMLO T St. Lucie Gounty Building Permit Application Planning and Development Services 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: Roof III Address: 637 PAUROTIS LANE, FORT PIERCE Legal Description: PALM GROVE SID BLK L LOT 20 Property Tax I D p: 3410-503-0358-000-6 Site Plan Name: Project Name: JEANNE YOUNG OR JEFF HEINOLD Setbacks Front Back: Right Side: Left Side: REMOVE EXISTING SHINGLED ROOF. INSTALL TRI BUILT DIRECT TO DECK UNDERLAYMENT. INSTALL GAF TIMBERLINE SHINGLES. ❑HVAC ❑Gas Tank ❑Electric ❑Plumbing Total Sq. Ft of Construction: 2754 Cost of Construction: $ 9,000.00 51 i s k3c-� P 14 c, Lot No.20 Block No. Piping ❑ Shutters ❑ Windows/Doors nklers ❑ Generator ✓❑ Roof S Ft. of First Floor: Utilities:�Sewer❑Septic Building Height: OWNER/LESSEE:`: _.... CONTRACTOR.= .° —:. Name JEANNE YOUNG OR JEFF HEINOLD Name: GARY MARZO Address: 637 PAUROTIS LANE Company: GARY MARZO, INC City: FORT PIERCE State: FL Zip Code: 34982 Fax: Phone No. 772-429-8784 Address: 861A-SW LAKEHURST DRIVE City: PORT SAINT LUCIE State: FL Zip Code: 34983 Fax: 772-465-8829 Phone No. 772-871-2489 E-Mail: Fill in fee simple Title Holder on next page (if different from the Owner listed above) E-Mail: GMARZOINC@AOL.COM State or County License: CC-0058193 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUPPL`EIVIENTALYCONSTRUGTION'LIEN LAN7INFORMATIO.N '. DESIGNER/ENGINEER: Name: _ Not Applicable MORTGAGE COMPANY: _ Not Applicable Name: Address: Address: City: Zip: Phone: State: City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: Name: _ Not Applicable BONDING COMPANY: _Not Applicable 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 the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencinP_ work or recording vour Notice of Commencement. LL Signature o Owne / gent/ Lessee STATE OF FLORID COUNTY OF ST. L UCIE The for oing instrument�NMr�as acknoyyv�ledged before me this day of lzlloyUYIiZ(t7(1 14 by GARY MARZO 1 (Name of person acknowled ' ) (Lgnature.&Motary Public -State of Florida ) Personally Known x OR Produced Identification Type of Identifi ...raced ;��,`.•'" ; DAVID VANDERPI IF Commission NoI rgjo 0)• _ MYcomium— EXPIRES March 9, 2018 Revised 07/15/2014 Sig ture of of tractor/Lice a older STATE OF F RIDA COUNTY OF STAUCIE The for oing instrument was acl owledged before me this day of AZ6J� , 20_jg by GARY MARZO (Name of person acknowledging ) (Signature of_Notary Public- State of Florida ) Personally Known x f.w. ",°PR i�d+lf3rU�4QE' L�i1sC Type of Identif cat =Pi 1142f Commission No. F os^g�' EXPIRES hAar�,t 9, 2018 (407)a 1sa Fbr(oaNd; Servlce.wm REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE N 4014329 OR BOOK 3' PAGE 2915, Recorded 11/18/2014 at `�O AM NOTICE OF COMMENCEMENT Permit No. Tax Pella No. 0 - OW 4 State of Florida County of St Lucie the undersigned herebygives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. General description of Surety (f applicable, a copy ofthe payment bond is attached): Amount of bond: $ Name and address: Phone number. Lender Name: Phone Number: endee5 address: Persons within the State of Florida designated by Owner upon whom notices or otherdocuments may be served as provided by Section 713.1311))a)7., Florida Statutes: Name: Phone Number: in addition to himself or herself, Owner designates of Llenofs Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number of person or entity designated by owner: is copy of the Wiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 yearfrom the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE 100 SITE BEFORE THE FIRST I145PECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ' notice of commencement and that the facts stated therein are toe to the best of 0lf//IP✓ o "•"we LYNN W= ;(SignatoNs Title/Office) e e RYCOWESSIONIEEIMS1 EXPIRES;APA 5,E015 ,- / 3�r AAdd1lrvBLpxlHxlsaAm The foregoing Instrument was acknowledged before me this�day of f/Y , 20// By for meof Pena Type of authorlry(e.g.oficertrustee) Panyronbehalfolf ham instrument was executied �Aj Personalty known_or produced Identification_ (Sign a of Notary Public - to o/FIorlda) .(Prin,Type, or Stamp Commissioned Name of Notary Public) Type of Identification produced STATE OF FLORIDA ST. LUCIE COUNTY THIS TOCERTIFYTHAT THIS I A TRUE A D CORRECT COPY OF E ORI S ERK By: OWi c2M4 Dab: al am FILE Copy DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE GAF 1361 Alps Rd. Wayne, NJ 07470 MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 www.mia mid ade.eov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Timberline HDOO,ff, imb Natural Shadows, and Timberline American Harvest® Shingles LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 revises NOA # I 1-1122.04 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA R'oT. 13-04I9:04 g t Expiration Date: 02/21/17 Approval Date: 07/11/13 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category' Roofing Sub -Category: Asphalt Shingles Materials Laminate Deck Type: Wood SCOPE This approves GAF Timberline HD®, Timberline Natural Shadow", and Timberline American Harvest® Shingles as manufactured by GAF as described in Section 2 of this Notice of Acceptance. PRODUCT DESCRIPTION Product Dimensions Test Product Description Specifications GAF Timberline HD® 13'/4"x 393/8" TAS 110 Fiberglass reinforced heavy weight asphalt Manufacturing roof shingle, with a laminate profile Locations #1, 2, 3, 4, 5, 6, 7, 8 GAF Timberline® Natural 13'/4 "x 3 93/8" TAS 110 Fiberglass reinforced heavy weight asphalt Shadow roof shingle, with a laminate profile Manufacturing Locations #1, 2, 3, 4, 5, 6, 7, 8 GAF Timberline American 13'/4 "x 393/8 " TAS 110 Fiberglass reinforced heavy weight asphalt Harvest® roof shingle, with a laminate profile Manufacturing Locations #2, 5, 6, 7, 9 MANUFACTURING LOCATION 1. Tampa, FL 2. Michigan City, IN 3. Mobile, AL 4. Baltimore, MD 5. Myerstown, PA 6. Ennis, TX 7. Tuscaloosa, AL 8. Dallas, TX 9. Fontana, CA. NOA No.: 13-0419.04 Expiration Date: 02/21/17 Approval Date: 07/11/13 Page 2 of 6 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Reoort Date Underwriters Laboratories, Inc. ASTM D3462 I ICA48924 10/24/11 Underwriters Laboratories, Inc ASTM D3462 IOCA21994 04/22/11 Underwriters Laboratories, Inc ASTM D3462 IOCA28717 07/26/11 Underwriters Laboratories, Inc. ASTM D3462 05CA47541 11/10/06 Underwriters Laboratories, Inc. ASTM D3462 06CA31580 11/30/06 PRI Asphalt Technologies, Inc. ASTM D3462 GAF-101-02-02 11/02/05 Underwriters Laboratories, Inc. ASTM D3462 06NK05159 08/09/06 PRI Asphalt Technologies, Inc. ASTM D3462 GAF-098-02-02 11/08/05 Underwriters Laboratories, Inc. ASTM D3462 02NK41809 08/11/02 Underwriters Laboratories, Inc. ASTM D3462 03NK26444 10/17/03 Center for Applied Engineering ASTM D3462 257989 05/13/97 Underwriters Laboratories, Inc. TAS 107 OINK45803 04/13/94 Underwriters Laboratories, Inc. TAS 107 06NK05159 08/09/06 Underwriters Laboratories, Inc. TAS 107 04NK04273 02/20/04 Underwriters Laboratories, Inc. TAS 107 05CA42840 11/11/05 Underwriters Laboratories, Inc. TAS 107 02NK41811 11/11/02 Underwriters Laboratories, Inc. TAS 107 03CA35209 10/17/03 Underwriters Laboratories, Inc. TAS 107 04CA13850 08/30/04 Center for Applied Engineering TAS 100 257989 04/01/97 PRI Asphalt Technologies, Inc. TAS 100 GAF-044-02-01 01/13/04 PRI Asphalt Technologies, Inc. TAS 100 GAF-098-02-01 11/08/05 PRI Asphalt Technologies, Inc. TAS 100 GAF-101-02-01 11/09/05 PRI Asphalt Technologies, Inc. TAS 100 GAF-116-02-02 03/23/06 PRI Asphalt Technologies, Inc. TAS-100 ELK-083-02-01 10/16/02 ELK-084-02-01 10/ 15/02 ELK-085-02-01 10/14/02 ELK-086-02-01 10/24/02 ELK-087-02-01 10/21 /02 ELK-088-02-01 10/ 16/02 ELK-107-02-01 10/09/03 ELK-10 8-02-01 10/09/03 ELK-10 9-02-01 10/09/03 LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Shall not be installed on roof mean heights in excess of 33 ft. 3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. NOA No.: 13-0419.04 Expiration Date: 02/21/17 Approval Date: 07/11/13 Page 3 of 6 INSTALLATION 1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 2. Flashing shall be in accordance with Roofing Application Standard RAS 115 3. The manufacturer shall provide clearly written application instructions. 4. Exposure and course layout shall be in compliance with Detail'A', attached. 5. Nailing shall be in compliance with Detail'B', attached. LABELING Shingles shall be labeled with the Miami -Dade Seal as seen below, or the wording "Miami -Dade County Product Control Approved". MIAMI•DADE COUNTY BUILDING PERMIT REQUIREMENTS Application for building permit shall be accompanied by copies of the following: 1.1 This Notice of Acceptance. 1.2 Any other documents required by the Building Official or the applicable code in order to properly evaluate the installation of this system. NOA No.: 13-0419.04 Expiration Date: 02/21/17 Approval Date: 07/11/13 Page 4 of 6 DETAIL A COURSE LAYOUT NOA No.: 13-0419.04 Expiration Date: 02/21/17 Approval Date: 07/11/13 Page 5 of 6 DETAIL B OVERALL DIMENSIONS AND NAILING PATTERN 39-3/811 (1m) — (36e-445mm) I (368-445mm) 9-1/2" 6-1/2" - 9-1l2" na_ 1189-241mn) (149�349mm) 12'-z-12• (19� ENHANCED NAILING PATTERN - six nails per shingle* • required by some local codes and required for enhanced wind coverage on certain products. See limiled warranty for details. These shingles MUST be nailed a nominal 6" (152mm) from bottom of of shingle, above the cut outs, as shown. Nails must not be exposed. END OF THIS ACCEPTANCE Nail guide line 6314" - 6-114" (146mm-159mm) from bottom of shingle adhesive on back NOA No.: 13-0419.04 Expiration Date: 02/21/17 Approval Date: 07/11/13 Page 6 of 6 Florida Building Code Online f q http://www.floridabuildin@�. _,;or/pr_app_dtl.aspx?paramwGEVX... IR _. �Bitsj es U n ,. FbwaDepJrer"T"! BOsHome LagN } UserPegatrstbn Hotl pks I S.bmtS.6Mrga 1 S=&Facts Publkatam FBC Staff BClSSMMap uota i s.Rn Busmes$$�//��'') ProfessilS%l USER k °sar Regulation Product Aoorova l Menu> Pmdutt 9E Appkarnn Sea,,b > AoW,Uan ❑st > AppBtatbn DEW - FL # FL16048-R1§S. Application Type Revision Code Version 201'0 Application Status �Approvetl Comments Archived i Product Manufacturer %BUIILT. Roo— Address/Phone/Emall 9050 Louisiana Street Merrillville, IN 46410 (201) 842-2449 david.mlz@tribuiltmaterfaisgroup.com Authorized Signature David Ruiz david.miz@trlbulitmaterialsgroup.com Technical Representative David Ruiz Address/Phone/Emall 250 Route 17 Norm East Rutherford, NJ 07073 (201) 842-2449 david.mlz@tribuiltmaterlaisgmup.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 - Hardmpy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Robert Nleminen PE-59166 UL LLC 10/24/2015 John W. Knezevich, PE +i Validation Checklist - Hardcopy Received FL16048 RI COI Trinity ERD CI - Nieminen - 2013.odf Referenced Standard and Year (of Standard) Standard ASTM D1970 ASTM G155 FM 4474 FRSA/TRI 07320 TAS 103 Vear 2001 2005 2004 2005 1995 I of 2 11/5/2014 3:40 PM Florida Building Code Online http://www.floridabuildinl Apr/pr app_dtl.aspx?paramwGEVX... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved e.....,.. .a 11 , A,., Method 1 Option D 08/28/2013 08/29/2013 09/08/2013 10/18/2013 FL # Model, Number or Name Description 16048.1 TRI-BUILT Roof Underlayments Self -adhering, modified bitumen roof underlayments Limits of Use Installation Instructions Approved for use In HVHZ: No FL16Q48 RI 11 erOB2713FINAL A P UNDERLAYMENTS FLIG048- RI.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nleminen PE-59166 Design Pressure: +N/A/-315 Created by Independent Third Party: Yes Other: 1.)The design pressure noted herein pertains Evaluation Reports to use of foam -on the systems overtop the FL16048 RI AE erOB2713FINALY RI.odF self -adhering underlayment for one particular application. See ER Section S.S.2 for details. 2.) Refer Created by Independent Third Party: Yes to ER Section 5for other Umlts of Use. The State al Florida Is an Aa/EW employer. rnmmht 1An7a111l State of Fhml,.:: Pdoam staten,mm :: Arreaeban, statement:: Reeund statement Under Florida law, email addresses am publk records. V you do not want your e-mail address released In response to a public -records request, do not send ekctronk maim this entity. bstead, ccnuatheoffice by phone orby trodidonalma¢ Vyou have any questions, please contact850.497.1395.'Pursuant to Se o 455.235(1), Fords Statutes, effedhm edober 1, 2012, licensees licensed under Chapter455, F.S. must provide the Department wrh an emailaddress d they have one. The seams provided may be used for of&01 eommunkatun with the Ikensee. Howeveremailaddresses are public mmmL V you do not wish to supply a personal address, please provide the Department with an areal address which can be made available to Me pubee To determine r you are a kenoee under chapter 455, FS., please afck be Product Approval Accepts: ®MWR 0 CretlitSAFdE 2 of 2 11/5/2014 3:40 PM EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 Te 1A i'� 353 CHRISTIAN STREET, UNIT #13 I Rli V ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Allied Building Products Corp / Evaluation Report A42960.10.12-111 TRI-BUILT Roofing Products FL16048-R1 9050 Louisiana Street Date of Issuance: 10/25/2012 Merrillville, IN 46410 Revision 1: 08/27/2013 SCOPE: This Evaluation Report Is Issued under Rule 9N-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert 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 designed to comply with the 2010 Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments LABELING: Each unit shall bear labeling In accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "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. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 08/27/2013 This does not serve as an electronically signed document. Signed, sealed hardcoples 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. TrinitylERD Is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial Interest in any other entity involved in the approval process of the product. .i TRINITY f ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments, as produced by Allied Building Products Corp., have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.4, 1507.2.9.2, 1507.3.3, Physical Properties ASTM D1970 2001 1507.5.3 1504.6 Accelerated Weathering ASTM G155 2005 1504.3.1 Wind Uplift - FM 4474 2004 1507.3.3 Installation Practice FRSA/TRI 07320 2005 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Entity Examination Reference Date ERD (TST6049) Physical Properties P33360.06.10 07/01/2010 ERD (TST6049) Physical Properties P33370.03.11 03/02/2011 ERD (TST6049) Physical Properties P33370.04.11 04/26/2011 ERD (TST6049) Physical Properties P369.09.11 09/01/2011 ERD (TST6049) Physical Properties P37300.10.11 10/19/2011 FM Approvals (TST1867) Wind Uplift 3004091 01/12/2000 PRI (TST5878) Physical Properties PUSA-083-02-01 07/01/2008 UL, LLC. (QUA9625) Quality Control Multiple -Listing Agreement 02/27/2012 UL, LLC. (QUA9625) Quality Control Multiple -Listing Agreement 04/12/2012 UL, LLC. (QUA9625) Quality Control Service Confirmation Exp. 10/24/2015 4. PRODUCT DESCRIPTION: 4.1 Self-Adherina Underlavments: 4.1.1 Tri-Built Granular-P Shingle Underlayment is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface; meets ASTM D1970. 4.1.2 Tri-Built Tile and Metal HT Underlayment is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103. 4.1.3 Tri-Built Sand-R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand - surfaced, SBS modified bitumen roof underlayment, with a 36-inch sheet width. S. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-Ri CettlBcate ofAuthorization A9503 FL16048-RI Revision 1. 08/27/2013 Page 2 of 6 111JT6' JN1 Y!ERD 5.3 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHI for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.4 Allowable roof covers applied atop the underlayments are as follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nall -On Tile Foam -On Metal wood Shakes & Slate Shingles rile Shingles Tri-Built Granular-P Shingle Yes No No No Yes Yes Underlayment Tri-Built Tile and Metal HT Yes Yes Yes Yes Yes Yes Underlayment See 5.4.1 Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment 5.4.1 "Foam -On Tile" is limited to use of the following Approved the adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. ➢ Tri-Built Tile and Metal HT Underlayment with Polyfoam PolyPro AH160 ➢ Tri-Built Tile and Metal HT Underlayment with Dow TileBond 5.5 Allowable substrates are noted below: 5.5.1 Direct -Bond to Deck: Tri-Built Granular-P Shingle Underlayment and Tri-Built Tile and Metal HT Underlayment applied to: ➢ New untreated plywood; D ASTM D41 primed new untreated plywood; D Existing plywood; D ASTM D41 primed existing plywood.; ➢ ASTM D41 primed OSB; ➢ Southern Yellow Pine; ➢ ASTM D41 primed Southern Yellow Pine; ➢ ASTM D41 primed structural concrete; ➢ Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind loads for project). Note: Allied Building Products Corp. does not require priming of new or existing plywood sheathing for use with Tri-Built Granular-P Shingle Underiayment or Tri-Built Tile and Metal HT Underiayment. New or existing plywood sheathing should be cleaned of all dirt and debris prior to application of these TRI-BUILT membranes. Tri-Built Sand-R SA Shingle Underlayment applied to: ➢ Plywood; D ASTM D41 primed plywood. Note: While not required over plywood, Allied Building Products Corp. recommends priming the deck if the final roof rover Is not slated for installation within 24 hours. Note: Allied Building Products Corp. requires tongue -and -groove board decking be covered with plywood or OSB prior to installation of the self -adhering underlayment. 5.5.2 Wind Resistance for Underlayment Systems in Foam -On Tile Aoolications: FRSA/TRI 07320 does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI 07320 and are used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609.1.5 for determination of design wind pressures. Exterior Research and Design, L.I.C. Evaluation Report A42960.10.12-111 certificate ofAuthorimtIon #9503 FLIG048-R1 Revision 1: 08/27/2013 Page 3 of 6 �• RINITY I ERD i 5.5.2.1 Maximum Design Pressure = -315 osf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: ASTM D41 Underlayment: Tri-Built Tile and Metal HT Underlayment. 5.5.2.2 All other direct -deck, adhered TRI-BUILT underlayment systems beneath foam -on tile systems carry a Maximum Design Pressure of -45 PEE PERINIFT-NOMMMM ASTM C1289, Type II, Class 1 polyisocyanurate or Type V polyisocyanurate-composite Insulation; DensDeck DuraGuard; DensDeck Prime; or SECUROCK Gypsum -Fiber Roof Board. Note: For installation under mechanically attached prepared roof coverings, Insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For Installations under foam -on tile systems, insulation attachment shall be designed by a qualified design professional and Installed based on testing of the insulation/underlayment system in accordance with FM 4470, Appendix K or TAS 114, Appendix J. 5.5.4 Bond to Mechanically Attached Base Laver: ASTM D226, Type I or II felt. Note: For Installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on the systems, base layer shall be attached per minimum requirements of FRSA/TRI 0732018-05 or RAS 120. 5.6 Exposure Limitations: 5.6.1 Tri-Built Granular-P Shingle Underlayment and Tri-Built Tile and Metal HT Underlayment shall not be left exposed for longer than 90-days after installation. 5.6.2 Tri-Built Sand-R SA Shingle Underlayment shall not be left exposed for longer than 30-days after Installation 5.7 For tile roof installations governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, use is limited to the following. Reference is made to the FRSA/TRI Technical Brief titled "Florida High Wind Roof Tlle Self -Adhered Underlayment Requirements as of 02/14/2011" for limitations for self -adhering underlayments used beneath tile roof systems. TABLE 2: TILE SYSTEM OPTIONS PER FRSA/TRI 07320/8-05 System Underlay Option Section Reference Product(s) System One: 5 3.02E Self -Adhered Underlayment Tri-Built Tile and Metal HT Underlayment No. 30 / Self -Adhered Base Layer: ASTM D226, Type II Mechanically Fastened Tile, Unsealed or Sealed 6 3.02F Underlayment Top Layer: Tri-Built Tile and Metal HT Underlayment System Underlayment System Two: 4 3.02D Self -Adhered Underlayment Tri-Built Tile and Metal HT Underlayment No. 30 / Self -Adhered Base Layer: ASTM D226, Type II Mechanically Fastened Tile, Sealed Underlayment 5 3.02E Underlayment Top Layer: Tri-Built Tile and Metal HT System Untlerlaymen[ System Four'A': 4 3.02D Self -Adhered Underlayment Tri-Bullt Tile and Metal HT Underlayment No. 30 / Self -Adhered Base Layer: ASTM D226, Type II Adhesive -Set Tile, Unsealed or Sealed Underlayment 5 3.02E Underlayment Top Layer: Tri-Built Tile and Metal HT System Underlayment System Four"B": 3 3.02C Self -Adhered Underlayment Tri-Built Tile and Metal HT Underlayment No. 30 / Self -Adhered Base Layer: ASTM D226, Type II Adhesive -Set Tile, Sealed Underlayment System 4 3.021) Underlayment Top Layer: Tri-Built Tile and Metal HT Underlayment Exterior Research and Design, LLC. Evaluation Report A42960.10.12-111 Certificate of Authorization #9503 FL16048-R3 Revision 1: 08/27/2013 Page 4 of 6 �- � ) \' TRINITY 1 ERD 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be Installed In accordance with Allied Building Products Corp. / TRI-BUILT published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Tri-Built Granular-P Shingle Underlayment and Tri-Built Tile and Metal HT Underlayment* 6.3.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be Installed. 6.3.2 For non -tile applications: 6.3.2.1 Back -nail selvage edge seams in accordance with the Allied Building Products Corp. / TRI- BUILT Back -Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring -shank type with a minimum 1-Inch diameter metal disk or Simplex -type metal cap nail, at a minimum rate of 12' o.c. The head lap membrane Is to cover the area being back -nailed. 6.3.2.2 All seal -lap seams (selvage laps) must be firmly rolled with a minimum 28 lb. hand roller to ensure full contact and adhesion. For Trl-Built Tile and Metal HT Underlayment, align the edge of the top sheet to the end of the glue pattern (the sheet will overlap the fabric). Seam; Underlayment 6.3.2.3 Install to ensure full contact with approved substrates. Allied Building Products Corp. / TRI- BUILT require a minimum of 40-lb weighted -roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied for the field membrane. Hand rollers are acceptable for rolling of patches, laps (min. 28 lb roller) or small areas of the roof that are not accessible to a large roller or broom. 6.3.3 For tile applications (Tri-Built Tile and Metal HT Underlayment only): 6.3.3.1 Reference is made to Section 6.3.2 herein in conjunction with FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein, using the Instructions noted above as a guideline. 6.4 Tri-Built Sand-R SA Shingle Underlayment: 6.4.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in. FBC Sections 1507 for the type of prepared roof covering to be Installed. 6.4.2 For non -tile applications: 6.4.2.1 While priming is optional, Allied Building Products Corp. recommends priming the deck if the final roof cover is not slated for installation within 24 hours. 6.4.2.2 Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Exterior Research and Design, LLC. Evaluation Report A42960.10.12-RS CertiOcate ofAuthodzatlon #9503 FL16048-R3 Revision 1: 08/27/2013 Page 5 of 6 TRINITY ERD 6.4.2.3 Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. 6.4.2.4 Once the entire length of membrane is in place, peel -off the release film diagonally while holding the membrane tight. Firmly roll the membrane into place to achieve a bond. 6.4.2.5 Horizontal seams should be minimum 3-Inches, configured to shed water. Vertical seams should be 6-Inches and staggered not less than 2-ft from vertical seams in the course below. All over -granule end -laps shall be sealed using either heat -welding or hot air welding techniques. 6.4.2.6 When Installing at slopes above 8.12, Allied Building Products Corp recommends back -nailing In the overlap area at the top of the sheet at 12-Inch o.c. 6.4.2.7 For Valleys and Ridges: Cut underlayment Into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet Into place, working from the center of the valley or ridge in each direction. For valleys, apply the sheet starting at the lowest point and work upward. 7. LABELING! Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency, noted herein. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL, LLC - QUA9625; (314) 578-3406; k.chancellor@us.ul;com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R3 Certificate of Authorization #9503 FL16048-R1 Revision 1: 08/27/2013 Page 6 of 6 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-2169 or772-462-2172 Fax: 772-462-6443 ROOF INSPECTION AFFIDAVIT Re; Permmiitt# /`i//.-O,;�g % I, rtYaPt /'Zd licensed as a(n)Contractor*/Engineer/Architect (Please print ame & circle license type) *FS468 Building Inspector 'General, Building, Residential or Roofing Controcror or any Individual certified under 468 F.S. ro make such on Inspection. On or about 1;?I l! —,I did personally inspect the roof deck nailing (Date) work at: % 6 Ci /nh's Z—,eo _ (Job site address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S.) 5 n ture ancMeal CC - Co `.� 9'1 1,3 License # STATE OF FLORIDA COUNTYOF y2. G1lCfC Sworn o and subs 'bed before me this "` a t day of �20,1X by Who is personally known to me or who has produced as identification. Notary Public, State of Florida Signature of Notary: Commission Number: (Seal) En 01/19/1011 RECEIVED NnV 9.1014 DAVID VAPIDERF UER MY COMMISSION #FF009880 �. EXPIRES March 8, 2018 am 998 a153 FlorldaNatujUrvioaxam 100# TLZ'ON BZ889817ZLL 'OuI `0212N Aiva 4C:BT t'TOUGUET