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RF-13-1800 t Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INS P-196938 Permit Number: RF-8-13-1800 Scheduled Inspection Date: September 25,2013 Permit Type: Inspector: Naranjo, Ismael Inspection Type: Final Roof Owner: JACOB-RUBIO, ESTHER Work Classification: Tile/Flat Job Address:212 NW 93 Street Miami Shores, FL 33150- Phone Number 3051751-4665 Parcel Number 1131010331070 Project: <NONE> Contractor: US ROOFING SYSTEMS INC. Phone: 3051265-2654 Building Department Comments REROOF TILE Infractio Passed Comments INSPECTOR COMMENTS False spector Comments Passed �- Failed 2 S Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 24,2013 For Inspections please call: (305)762-4949 Page 14 of 37 iF FI^tO# DEDM3�1�� cif 13 113'10-'47 OFF WSi' N F HARVEY RUVINY CLERK OFCOURT PERMIT NO. TAX FOLIO NO. - 1 -°033-1010 MIAMI-DADE COUNTY? FLORIDA LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI-:DADS: THE UNDERSIGNED hereby gives notice that improvements 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. Space above reserved for use of recording office 1.Legal description of property and street/address: B;4 mo S 64�fg I al & PM 10 3 1 7-3 i3 IV- ill 2.Description of improvement: 4` c / ��' ¢ s �®' I, • 3.Owner(s)name and address: P-5-02,40C e'O'L e. v Pei Alt Wes ' +° o^ �� w? Interest In property: Name and address of fee simple titleholder. 4.Contractor's name,address and phone number:,T�-_-' ampla� MY ER % mr l4 1-MIR} q.?r emu � 5.Surety: ayment bond required by owner from contractor,if any) Name,address and phone number: Amount of bond$ 6.Lender's name and address: 7. Persons-within the State of Florida designated by Owner upon whom notices or other documents may be served--as provided by Section 713.13(1)(a)7.,Florida Statutes, Name,address and phone number. 8. In addition to himself,Owners designates the following on 713.13(1)(b),Florida Statutes. }1 Name,address and phone number. %- •9,Expiration date,.of this Notice of Commencement: Div iav - dais 1 ear from a date of reconiing mteas" 3 4 U 'p flad) WARNING TO OWNER:ANY PAYMENTS MADE•BYTHE OWNER AFTER TH EXPIRAnON OF THE NOTICE C? OOM ENC Af E�PONSIDERED. IMPROPER PAYMENTS UNDER-CHAPTER 713,PART 1,SECTION 713.13.FLORIDA STATUTES,AND CAN iRESULT*IN YOUR PAYIN&t WICE-FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEM MUST BE RECORDED'AND POSTED ON THE*JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO.OBTAIN FINANCING,CONSULT WITH-YOUR LENDER OR API ATTORNE=Y-BEF'OR€COMMB40NG-W}F-IiC- OR RECORDING YOUR NOTICE OF COMMENCEMENT. 'Sign wne r•Ownerds)'Authorized Offlcer/Director/Parfiner/Mane By By ,.-�'�---- Prtnt N Prl ame V Paa�d Titre/Office Title/Office. �' 3"4P&% STATE OF FLORIDA F1 �3a� COUNTY OF MIAMI-DADE The fng in nt was cknawi iaefore me this day of- BY 0=01 4MI94 U In dually,or ❑ for ❑Personally known,or produced the following type of Identifi on: Signature of Notary Public: Print Name, w - (SEAL) o a Notary Public State of Florida VERIFICATION PURSUANT TO SECTION 92.525,FLORIDA STATUTES . Osniel .Perez My Cammiasion EEf23821 Under penalties of per)ury;I declare that I have,read the foregoing and ��� Q� Sxpi�g g8l2112015 that the facts stated in it are true,to the best of my knowledge and belief. Signature(s)of r ner(s),s Authorized officer/Director/Partner/Manager who signed above: 123m-m PAGES 1*1 � AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING.ATTACHMENT AND,SECONDARY WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. Re: Owner's Name R a.b i D Property Address 19;L NW q3 ST . MiaLrAl ShoresffL 33150 Roofing Permit Number R F - 8- 13 0$®O Dear WS Building Offi iah, I M. 11 certify that the roof decking attachment and fasteners have been strengthened and correc d and a secondary water barrier has been provided as required by the"Manual of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Structures" adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. Qualifying Agent Sign ture o lifying Agent Print Name STATE OF FLORIDA COUNTY OF MIAMI-DADE Sworn to and subscribed before me this I ( day of 4r--4 ,20 1 (SEAL) I Personally known ',,1,<, Notary Pu lic state of Iorida or Produced Identification a o Daniel P rez v�,' My Comm' lion EE1 821 'poi F0 Expires o8 112015 CIVIL Reile=123ntenue)h Engineering Corp. 2370 Miami,Florida 33175-1174 Tel:305-823-8008/305-397-6414 ENGINEER Fay 305-823-3300/305-884-8834 Website:www reilehengineering.com September 25, 2013 T and S Roofing System 1461 Northwest 23 Street Miami, Florida 33142 Project: ROOF TILE UPLIFT TEST REPORT Residential Home 212 Northwest 93 Street Miami Shores, Florida Information provided by client: Permit Number: Not Provided Date Completion: September-22, 2013 Roofing Contractor: T and S Roofing System Project Number: 13-0722 (Testing Laboratory Certificate#11-0715.04) Dear Sirs; in accordance with your request and authorization,a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106--Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached,rigid,discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet,and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Flat Monier Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection,the entire area of the roof was examined for loose tiles. Not less than one (1)tile in ten(10)of all components in the field area and one(1)tile in five(5)of all tiles in the perimeter and comer areas were physically examined. A minimum of one(1)test per every two(2)squares in the field,one(1)test per square in the perimeter area,ridge caps and(1)in the comer areas were conducted. Based on our test results;we conclude that the installation of the roof the at the above referenced project meets the test requirement outlined in the above-mentioned protocol. Attached please find a copy of our test report for your review. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation V t rohama� Sonny Salleh, P.E.49014 ject Manager TILE UPLIFT TEST Residential Home 212 Northwest 93 Street Miami Shores,Florida Reileh Engineering Corporation- Project Number- 13-0722—Page 2 of 4 Report of TILE UPLIFT TEST for Residential Home 212 Northwest 93 Street Miami Shores, Florida Project Number: 13-0722 Test Number Test Load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass Reileh Engineering Corporation--Project Number-13-0722—Page 3 of 4 Test Number Test Load (Ibf) Test Status 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass Test 1-11 Corner, 12-16 Ridge Caps, 17-29 Perimeter, 30-43 Field Reileh Engineering Corporation--Project Number- 13-0722—Page 4 of 4 NOM II ZI IO q 20 g al ,0 19 18 7 42 � 3q 39 17 35' 22 I 37 a3 28 6 29 5 as 32 30 27 a5 � 31 33 1 z 2 3 24 5 26 q 56 s5f 111.E 12005F O 019a CAP t5T LOCA110N FEW - 14 COf M - 110 5F COMM MIWT1� 1715 ANC ,a- 3' L �; M - 11 V MN0T�5 0 5�SF PInGe CAP 5 COt;M AIWA- 3'X 3' APPROX,`OF S5T LOCA110N5 ANP f2IWN510N5 From TS Roofing 1.786.219.4707 Tue Aug 13 11:21:11 2013 MST Page 1 of 1 DAT$(tIIM'PDDJY'tYY) . CERTIFICATE OF LIABILITY INSURANCE oatr.ataala .ti:os Fn THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. ' THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER AND THE CERTIFICATE HOLDER. IMPORTANT:If the cerfiicate holder is an ADDITIONAL INSURED,the Poticy((es)must be endorsed.If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement.a statement on this cerdflcate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER caHru°Tanaa: Highpoint Risk Services IMC yx=vr NO,am (BOO)728-0823 1,X14MMI;(8 72)404-03SO 5591 I,Ba Freeway, Suite 1200 Dallas, TX 75240 °"�`ADD ` INSURERS AFFORDING COVERAGE NAIC i INSURER A:companion Propszty and Casualty Insurance company 12157 INSURED; RMS 1/C/f: INSURER B: T & S ROOFING SYSTEMS, INC. INS RERC: 1455 NW 23 ST INSURER 0: MIAMI, FL 33142 Phone: (305) 265-2654 Fax: (305) 265-2685 INSURER E: INSURER F. COVERAGES CERTIFICATE NUMBER: AC13-26900056-1200966 REVISION NUMBER: NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, 4TR TYPE OF INSURANCE DL SVIM POLICYNUMBER LIMIT$ GENERAL LIABILITY II DA � DAA D EACH OCCURRENCE g COMMERCIAL GENERAL LIABILITY DnMOE To RENTED g CLAIMS MADE E OCCUR ❑ MED!3(Any(Anyone person) 5 PERSONAL&ADV INJURY $ GENERAL AGGREGATE g BEN-1.AGGREGATE UMprRr pA,.PPLIES PE PRODUCTS-COMPIOP AGG POLICY JECT 7 LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Es aaeldeng $ ALLOWNEDAUTOS rpF n SCHEOULEDAUTOS BODILY INURY(Par accideng $ HIREOAVTOS PROPERTY DAMAGE $ NON-OWNED AUTOS (Per acddent) S UMBRELLA LIAB CLAIM3MADE EACH OCCURRENCE $ EXCESS LIAB OCCUR ❑ ❑ AGGREGATE S DEDUCTIBLE S RETENTION $ S EMPLOYERS'LIABILITY X FT ANY PROPERIETORIEXECUTIVE YIN E.L.EACH ACCIDENT S 1000000 OFFlCER.MEMBEREXCLUDED? Q NIA DPE26272740360 04/01/2013 04/01/2014 E.L.DISEASE-E A A EMPLOYEE S 1900000 iMandatory In NH) ff yes,describe under E.L.DISEASE•POLICY LIMIT S I El SPECIAL PROVISION below 1000000 0 DESCRIPTION OF OPERATIONS ILOCATIONSNEHICLES(Attached ACORD101,Additional Remarks Schedule,IT more apace ls required 1. This certificate remains in effect, provided the client's account is in good standing with AMS. Coverage is not provided for any employee for which the client is not reportingg wages to AMS. Applies to 100% of the employees of AMS leased to T & S ROOFING SYSTEMS, INC., effective 04/01/2013 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE CITY OF MIAMI SHORES EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH BUILDING DEPARTMENT THE POLICY PROVISIONS. 10050 N6 2ND AVE MIAMI SHORES, FL 331382304 AUTHORIZED REPRESENTATIVE -veep. y ACORD 26(20 0/05) ©1988.2010 ACORD CORPORATION.All right reserved. CAI 0 Building Department AUG 0 0 2013 �I 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 I Tel:(305)795.2204 Fax:(305)756.8972 ' INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 dC� BUILDING Permit No. PERMIT APPLICATION Master Permit No. �� "l Permit Type: BUILDING ROOFING JOB ADDRESS:4^�w 13 �A City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): e CO�6 `���� Phone#: ��� t►° Address: l-Y j City: \s�rld1� � � ��9 State:_ �o Zip Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: '1 Phone#: S Address: A ' City: tate• Zi P: Qualifier Name: Phone#° State Certification or Registration#: r 9l Certificate of Competency#: Contact Phone#: Email Address: DESIGNER:Architect/Engineer: Phone#: ' Value of Work for this Permit:$ ®a Square/Linear Fooe of Work: �ftJ� / Type of Work: ❑Addition ❑Alteration ONew ®Repair/Replace ❑Demolition Description of Work: Color thru tile: Submittal Fee$ �� ermit Fee$ l _`r CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ 6rl 1 4 e - ....._ :Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOI7' IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ° °`°` ` Signature Owner or Agent Contractor The forego. g instrument was acknowledged before me this The fore oing instrument was acknowledged before me s ' day of el ,20 0 by �� � '�� day of ,20 by L-60 15 6 who is personally known to me or who has produced who is perso y known to me or who has produced As identifjzgion and who did take an oath. as identification and who did take an oath. NOT AR LIC: NOTARY C: Sign: Sign: Print: Print: o ot�G Notary Public State of Florida My Commissi Wary Public Sta of Florida My Commission Expir ? ® Daniel Perez a aniel Per My Commission EE123821 o� y Ccmmi§Biorf FE123821 OP f4� EVires 08/21/2015 9d fed' Expires 08/21/2015 �asHsk�lssksk,k,kaaHaa°sk�asRHaffia,k�atlag+s&�sksknRiksKskHasksksk,k�aKs�ik � ak HasksksHsla,ks k sHskik°kH°°Iasls�aH°,Nsk°Issksk sk iH �a ,k Ha APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Section MIAMMADE Miami-Dade County HVHZ Electronic Roof Permit Form e "®etivering Excellence Every lay" Section A(General Information) Master Permit No: Process No: Contractor's Name: t and s roofing systems Job Address. 212 nw 93 St 00 Category rY ❑ Low Slope ❑ Mechanically Fastened Tile ✓❑ Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other Roof Type ❑ New Roof ❑ Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑Yes ❑ No if yes,what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area(ft 2) Steep Sloped area(ft.z) 1697 Total(ft.2) 1697 Section B(Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and Nation of parapets. Perimeter Width(a'): Corner Size(a'x a'): a y_- AUG 00 8 2013 [� d Miami Shores Village _ } APP-RO'vED BY I DATE - ZONING DEP f 3 BLDG DEPT SUBJECT so CGMPIWICE W1 rH All FEDERAL f 2� STATE T AN U(IjN f Ht L:=S Arils REGULATIONS � Tile Roof System r t MAM Miami-Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System Telivering Excellence Every Day' Roof System Manufacturer.I EAGLE ROOFING PRODUCTS Notice of Acceptance Number(NOA): 12-0430.04 Minimum Design Wind Pressures,If Applicable(from RAS 127 or Calculations): P1: 39.1 P2: P3: 100.7 Maximum Design Wind Pressures,(From the NOA Specific system): 31.3 1psf Fill in the specific roof assembly components.#a component is not required,insert not applicable(nta)in the text box. Deck Type: —5/8"Plywood— d �. Optional insulation: Optional Nailable Substrate: Optional Nailable Substrate Attachment: Roof Slope: 3 "/12" Roof Mean Height: 18 ft. Basesheet Type: Method of Tile Attachment #30 ASTM TYPE 11 Adhesive, 2 Small Paddy Polyfoam Polypro- Fastener Type for Basesheet Attachment: Alternate Method of Tile Attachment per NOA: 1 1/4 RS NAILS 6"OC AND 12"FIELD Tile Underlayment(Cap Sheet)Type: Drip Edge Size&Gauge: GAF UNDER ROOF 2 `-3"face 24 ga.— Tile Underiayment Attachment Method: Drip Edge Material Type: —Gaivinized Metal SELF ADHERED Drip Edge Fastener Type: 1 1/4 RS NAILS Tile Profile: BEL AIR Hook Strip/Cleat gauge or weight: —Select Hook Strip— Smfion E • t 7 MIAWM Miami-Dade County HVHZ Electronic Roof Permit Form Isw "Delivering Excellence Every Day" Section E(Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based file systems,use Method 1. Compare the values for Mr with the values from Mf.If the Mf values are greater than or equal to the Mr values,for each area of the roof,then the file attachment method is acceptable. P 1: 39.1 X X 278 = 10.86 -Mg: 7.71 =Mri: 3.15 31.3 NOA Mf P 2: 68.1 X X .278 = 18.93 -Mg;17.71 1=Mr2: 11.22 31.3 NOA Mf P 3: 100.7 X I .278 = 27.99 -Mg: 7.71 =Mr3: 20 28 5 131.3 1 NOA Mf Method 3"Uplift Based Tile Calculations Per RAS 127" For Uplift based file systems use Method 3.Compare the values for P with the values for Fr.If the P values are greater than or equal to the Fr values,for each area of the roof,then the file attachment method is acceptable. P1: X 1: = X W. - -W. = X cos e: =FM: 5 NOA P P2: X I: = X W. _ -W. = X Cos e: Li =Fr2: 5 NOA P P3: X 1: = X W. _ -W: = X cos e: =Fr3: 5 NOA P Where to Obtain Information to complete file calculations Where to Find Description Symbol Design Pressure P1 or P2 or P3 Table 1 RAS 127,or by an engineer analysis prepared,signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier Product Approval(NOA) Restoring Moment due to Gravity Mg Product Approval(NOA) Attachment Resistance Mf Product Approval(NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance P Product Approval(NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval(NOA) 1=length Tile Dimensions I =width Product Approval(NOA) i MIAM ,. MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/uera Eagle Roofing Products LLC 1575 East C.R.470 Sumterville,FL 33585 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 PERA-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. PERA 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: Bel Air,Bel Air Double Eagle,Ponderosa,Ponderosa Double Eagle,Golden Eagle Low Profile Concrete Tiles 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 afthis-NOA--as-an endorsement--ofany 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# 11-0321.02 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. M Poo NOA No.:12-0430.04 rwahlre E t Expiration Date: 10/05/16 ® ® I Approval Date: 08/02/12 Page 1 of 10 1 1 i ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using"Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville,FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2.PRODUCT DESCRIPTION: Manufactured by 'Test Product Applicant Dimensions Specifications Description Bel Air Concrete Tile L= 17" TAS 112 Flat profile concrete roof tile equipped with two W= 12'/4" nail holes. For adhesive set,direct deck or Thickness=1/2" battened nail-on applications. Bel Air Double Eagle L= 17' TAS 112 Flat profile concrete roof tile equipped with two Concrete Tile W= 121/4" nail holes. For adhesive set,direct deck or Thickness=%2" battened nail-on applications. Ponderosa Concrete Tile L= 17' TAS 112 Flat profile concrete roof tile with slate finish W= 121/4" equipped with two nail holes. For adhesive set, Thickness=1/2" direct deck or battened nail-on applications. Ponderosa Double Eagle L= 17" TAS 112 Flat profile concrete roof tile with shake finish Concrete Tile W= 121/4" equipped with two nail holes. For adhesive set, Thickness=%2" direct deck or battened nail-on applications. Golden Eagle Concrete L= 17' TAS 112 Flat profile concrete roof tile brushed finish Tile W= 12-1/4" equipped-with-two naiLholes__.Eor.adhesive.set,__ _ Thickness=%z' direct deck or battened nail-on applications. Trim Pieces 1=varies TAS 112 Accessory trim,clay roof pieces for use at hips, w=varies rakes,ridges and valley terminations. varying thickness Manufactured for each tile profile. NOA No.:12-0430.04 MAMH ADE BOUNTY Expiration Date: 10/05/16 �Wiumlng® Approval Date: 08/02/12 Page 2 of 10 2A EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Asphalt Technologies ERPF-001-02-01 TAS 112 Aug.2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of screw vs. Sept. 1993 smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 1.08-(Nail-On) Redland Technologies P09647-01 Wind Tunnel Testing Aug. 1994 TAS 108(Mortar Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 25-7094-(2,5,&8) Static Uplift Testing Oct. 1994 Engineering,Inc. TAS 102 The Center for Applied 25-7183-(5 thru 6) Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7214-(1,5 ,&8) Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7487-2 Static Uplift Testing Dec. 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7496-(1 &4) Static Uplift Testing Dec. 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7804-6 Static Uplift Testing Sep. 1996 Engineering,Inc. TAS 102 Celotex Corporation Testing 520T09-1 Static Uplift Testing Dec. 1998 Service 520111-4 TAS 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service TAS 101 Walker Engineering,Inc. Calculations Aerodynamic Multiplier Sep.2006 Walker Engineering,Inc. Calculations Restoring Moments Due to Gravity Sep.2006 NOA No.:12-0430.04 MIAMMMOECOUNTYIE Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 3 of 10 i t 3. LINIITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications,a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112,appendix`A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Bel Air,Bel Air Double Eagle,Ponderosa, Golden Eagle,Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W) and Dimensions (I x w) Tile Profile Weight-W(lbf) Length-I (ft) Width-w(ft) Bel Air, Bel Air Double Eagle, 11.4 1.42 1.03 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Table 2: Aerodynamic Multipliers -A(ft) Tile Profile A(ft ) Batten Application Direct Deck Application Bel Air, Bel Air Double Eagle, 0.301 0.278 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile NOA No.:12-0430.04 Miar�t oaaE courmr Expiration Date: 10105/16 Approval Date: 08/02/12 Page 4 of 10 , Table 3: Restoring Moments due to Gravity-Mg (ft-lbf) Tile 3":12" 4":12" 6":12" 6":12" Greater than Profile 7':12" Bel Air, Bel Air Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Double Eagle, Deck Deck Deck Deck Deck Ponderosa, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Golden Eagle, Ponderosa Double Eagle Flat Tile Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-ibf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19132" plywood) Bel Air, Bel 2-10d Ring Shank Nails 30.9 38.1 17.2 Air Double 1-10d Smooth or Screw 7.3 9.8 4.9 Eagle, Shank Nail Ponderosa, 2-10d Smooth or Screw 14.0 18.8 7.4 Golden Shank Nails Eagle, 1 #8 Screw 30.8 30.8 18.2 Ponderosa 2#8 Screw 51.7 51.7 24.4 Double 1-10d Smooth or Screw 24.3 24.3 24.2 Eagle Flat Shank Nail Field Clip) Tile 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) 2-10d Ring Shank Nails 50.3 65.5 48.3 1. Installation with a 4"tile headlap and fasterners are located a min. of 2'/Z"from head of tile. NOA No.:12-0430.04 MIAMMADE COUNTY Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 5 of 10 Table 6: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Bel Air, Bel Air Double Eagle, Adhesive 31.3 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, 3M 2-Component Foam Roof Tile Adhesive AH-160 118.9 Ponderosa, Golden Eagle, 3M 2-Component Foam Roof Tile Adhesive AH-160 40.4 Ponderosa Double Eagle Flat Tile 3 Large paddy placement of 45 grams of Pol ProTm. 4 Medium paddy placement of 24 grams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Mortar Set 43.9 Eagle, Ponderosa Double Eagle Flat Tile 5 Tile-Tite Roof Tile Mortar. NOA No.:12-0430.04 M UNTY Expiration Date: 10/05/16 ® ® Approval Date: 08/02/12 Page 6 of 10 1 f ` 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below),or following statement: "Miami-Dade County Product Control Approved". E. EA GrL /r MA FLORIDA BEL AIR,BEL AiR DOUBLE EAGLE,PONDEROSA,GOLDEN EAGLE,PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL,SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No.:12-0430.04 ►"� � ®® Expiration Date: 10/05/16 �Wjxl • e Approval Date: 08/02/12 Page 7 of 10 ail __...._. _.._ ....... _. ... ._.. PROFILE DRAWING , i r �H BEL Am fit` . 1 ' 1" BEL AIR DOUBLE EAGLE NOA No.:12-0430.04 M"H:)ADECOUWYM Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 8 of 10 � 8. a� PONDEROSA PONDEROSA DOUBLE EAGLE NOA No.:12-0430.04 M�or��•nAae etwrmr Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 9 of 10 i ol GOLDEN EAGLE END OF THIS ACCEPTANCE NOA No.:12-0430.04 MIAMWO COUINWM Expiration Date: 10/05/16 X111 ! Approval Date: 08/02/12 Page 10 of 10 MIAMI' MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/nera 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN. 55144-1000 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 PERA -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. PERA 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 requirein*eats 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: 3MT"I 2-Component Foam Roof Tile Adhesive AH-160 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 b�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 i sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for terini ration and removal of NOA. i 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 i 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. j This renews and revises NOA# 11-0124.04 and consists of pages I through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0228.18 Expiration Date:05/10/17 j MI Approval Date:05/10!12 AMbpADE COUNTY Page I of 7 1 i (PS�J�it�.`�9?3ftt�i'7?� ,; '�"a Y�t. '^ mafii9�.'�' �;9:�-� ^ m,-e>r�,:'zs�+?-,eat•;r:: F,�t�t6 '.�tm�4R;�u:;.:iC2.:u�r° k���'d'.`a'... �vaE` �s ?�' ::n,.; ,>-.,- ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MT"I 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127,for use with approved flat,low, and high profile roof tiles system using 2-Component Foam Roof Tile Adhesive AH-160. Where the attachment calculations are done as a moment based system for single patty placement,and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY.APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2-Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 N/A Dispensing Equipment ProPack®30& 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft 3 i Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks j +6.0%Volume Change @158°17., 100%Humidity,2 f weeks Closed Cell Content ASTM D 2856 86% i i NOA No.: 12-0228.18 Expiration Date: 05/10/17 E COUNTY Approval Date: 05110/12 MIAMI DAD j AD I Page 2 of 7 1 '§�.rr A:a!�#7c;.zT.�.�'i�f',�;'-� ;Kn rar�� �,��4�.1i�7`;�""3.'f34�i'k:�7�='fig-. <l"'.�.:.>.a.a`.•£:tx.- .er ......., .._. .. .. Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date TAS 101 04/08/94 Center for Applied Engineering #94-060 TAS 101 257818-IPA 12/16/96 25=7438-3 SSTD 11-93 10/25/95 25-7438-4 11/02/95 25-7438-7 SSTD 11-93 12/12/95 25-7492 SSTD 11-93`x, Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Rarntech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 01-6743-011 ASTM E 108 1.1/16/94 Southwest Research Institute ASTM E 84 01/16/95 01-6739-062b[1] 03/14/96 Trinity Engineering 7050.02.96-1 TAS 114 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 12/28/98 520109-1 TAS 101 520109-2 520109-3 520109-6 520109-7 03/02/99 520191-1 TAS 101 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high the profiles. m 3. Minimum underlayment shall be in compliance with the Roofing Application-Standard RA- -S 120: 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM t h TAS 101 Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance w 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof the adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. 2 F'= NIS NOA No.: 12-0228.18 i Expiration Date: 05/10/17 MIAMbDADECOUNTY Approval Date: 05/10/12 f Page 3 of 7 1 i , .vt+�.°fif�l�`1�.�. .97�"�[r! '°,ctf ",t'f1?1'CR}sa'.3.rR"1��h4`��•-at�t"?`,N!,ay.,.... - .„.:..:..: INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH=160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance,expressed as an uplift based system,to meet or exceed the uplift resistance determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RA.S 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet, 4. Installation must be by a Factory Trained'Qualified Applicator',approved and licensed by 31\4 Company. 3M a list of approved applicators to the authority having jur-isdiction..... - -� Company shall supply pp PP 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A” component and the"B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). The dispense timer shall beset to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or ProPack®30& 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Two Paddy Weight per Min. (grams) paddy Min. (grams) Flat,Low,High Profiles #1 35 N/A High Profile(2 Piece Barrel #I 17/side on ca and 34/pan N/A #2 24 N/A Flat,Low,High Profiles 8 Flat,Low,High Profiles #3 NOA No.: 12-0228.18 Expiration Date: 05/10/17 j MIAM4DADECOUNTY Approval Date: 05/10/12 ,...e Page 4of7 LABELING: All 3MTM 2-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nail through plastic cement Paddy(Beneath Tile) Nall through plastic cement Paddy(Beneath Tile) Undodaymenl IUndedaymedt 21n 101n. Eave Course Feeds Fascla Eve Comes weephde Eave course only: Eave course only: Eave closure Keep adhesiaa approx. Keep adhesive approx. Drip edge Eave Closure A In.up from wespholes 4 in.up from weepholes Hall through plastic cement Pad (Beneath TOO) Options!2x s for g p Paddy 1 1)Place enough adhesive to achieve 17 to 23 steep pitch applications Nail through plastic cement square inches in contact with the pan Ole Underlaymenl 2)Torn covers upside down.Place adhesive 12 In. To 1 In.From outside edge of cover Me. Then Install the Ole. ° Underlayment 2In. Eave Corse Eave MIT Remov Eave top portion Sheathing Keep course only: Fascla of the save Keep adhesive approx.4 in.up course cover tile. hom weepholes optional Abut to second course of � pan Olas.Ensure save eml of Point-up Mortar Pon and cover files are on longitudinal flush at gave line. edges of Me Eave closure Weephole Fascia Be r )morlarshovm) NOA No.: 12-0228.18 ( Expiration Date:05/10/17 =IAMI•DADE COUNTY Approval Date:05/10/12 ...a Page 5 of 7 . .. . ,,hA'„�; 'Y:�` •••+l•N,sel?'.CS,3'�. h12^8•F.fd�ass',.<;:rR:a'..i.uffeM ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement Paddy(Beneath Tile) Nail through plastic cement paddy(Beneath Tile) Underlayment °� Underlayment 1 ° 71MI, 2In. _-_- == 7 it 5 �2In. Eave Course / ° Fascia Fascia Weephole Eave Course Eave closure Ddp edge Eave Closure Nall through plastic cement Paddy(Beneath Tile) Underlawent 71n, , n. -: ° Eave closure Eave Course Fascia i I I NOA No.: 12-0228.18 Expiration Date: 05/10/17 rtlartupaal=co JNTYM Approval Date: 05/10112 ,U MUM1110M Page 6 of 7 I .v..n..;i�,� {�:-. d.�?enl .�!$A�'.L�'.`3.��•...r�dt"'� �'kk��`1^w+v�..Y*YroL'n�. _ .. +'r;E.:1'Sf:1tM_4'� ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy Nail through plastic cement Single paddy under file (between tile) Underlayment Single paddy between the Paddy 2 In.x 7 In.medium (under tile) size paddy save course only Single add ==__-= 3 .x 3 in. 9 p Y = - � in 3 in, under file " x 3 in. �� 4 In.J� �2 In. � �e'4 ln. Single tee' Single paddy on 2 in. paddy on under- under- laymen! --- layment Single paddy Fascia Eave course on top of tile Wesphole Single paddy 21n.X 71n.medium Course Eave closure on top of the size paddy save Udp edge Fascia course only Nall through plastic cement Single paddy under tile Single paddy between the ° In.X 3 in. 41n. - Single paddy onundedayment 2 n. have Closure Single paddy on top of the 2In.x 7 in,medium size paddy save course only Eave Course Fascia END OF THIS ACCEPTANCE I F NOA No.: 12-0228.18 j Expiration Date:05/10/17 { MIAMI•DADE UNTYM Approval Date: 05/10112 Page 7 of 7 MIAMI, MIAMI-DADE COUNTY Was PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/uera GAF-ELK Corporation 1361 Alps Road Wayne,NJ 07470 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 PERA, -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 tight 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. PERA 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: UndprRoof m 2 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 bd available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.07-0720.01 and consists of pages 1 through 3. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.: 11-1027.06 E7 piration Date: 09/21/16 MIAM4DADE COUNTY Approval Date: 11/17/11 ,..., ; Page 1 of 3 i ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material: Rubberized Asphalt PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description UnderRoofrm 2 39%"x 66.7' rolls TAS 103 Self-adhering reinforced membrane of rubberized ASTM D 1970 asphalt with a polyester surfacing for use as an underlayment in sloped tile and asphalt shingle roof assemblies.Roof slopes of 2/12- 12/12 are acceptable as indicated by local codes and manufacturer's installation instructions. MANUFACTURING LOCATION: 1. Fresno,CA EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Intertek Testing Services NA Ltd. 3077464-01 ASTM.D 1970 08/23/06 3077464-02 TAS 103 08/23/06 3090131 ASTM D 1970/TAS 103 08/23/06 PRI Construction Materials Technologies RGM-023-02-01 ASTM D 4798/TAS 103 05/16/07 LIMITATIONS: I. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. UnderRoofrm 2 shall be installed in strict compliance with applicable Building Code. 3. UnderRoofrm 2 may be used in roof tile and asphalt shingle assemblies. 4. UnderRoofrm 2 shall be applied to a smooth,clean and dry surface with deck free of irregularities. covers stem but may be i membrane as a re Y M over an existing roof m Y 5. UnderRoofr 2 shall not be applied g applied to underlayment base sheets as listed in this approval. 6. UnderRoof"m 2 shall not be left exposed as a temporary roof for longer than 180 days after application. 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. UnderRoof m 2 may be used with any approved roof covering Notice of Acceptance listing UnderRoofrm 2 as a component part of an assembly in the Notice of Acceptance. If UnderRoofrm 2 is not listed; a request may be made to the Authority Having Jurisdiction(AHJ) or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance, and fire testing results. 9. All products listed' herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 913-72 of the Florida Administrative Code. NOA No.: 11-1027.06 Expiration Date: 09/21/16 ruaru•DADE COUNTY Approval Date: 11/17/11 Page 2 of 3 t i c I APPROVED ASSEMBLIES: Deck Type 1: Wood,Non-insulated Deck Description: 19/32' or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened to deck,membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 compliant underlayments with a minimum 4"side lap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c.at the laps and two staggered rows 12"o.c.the field of the roll. Membrane: Begin at lowest point on roof deck.Peel back the release film and align the membrane on the lower edge of roof;pull the release film to peel back and apply membrane. • Roll lower edges and seams with a hand roller. Use flat broom,squeegee or weighted roller to help lay flat and ensure full adhesion of UnderRoofrM 2 to the anchor sheet. • Where back nailing is required for steep slope applications,back nail and cover nails by overlapping with the next sheet.Use acceptable fasteners such as approved nails and tin caps. Plastic caps are not acceptable. Contact GAF-ELK technical services for other approved fasteners. • Valley and Ridge applications: Begin at lowest point on valley or ridge,peel back the release film,center the sheet over the valley or ridge and press firmly into place. • End Laps must be a minimum 6" and Side Laps must be a minimum 4" in and properly aligned with the existing�selvedge edge. • Install when temperatures are 45 degrees and rising,over clean,dry and smooth substrate. Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof Assembly current product control Notice of Acceptance and applicable building code. • Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention to the lap areas. • UnderRoofrM 2 shall not be exposed for longer than 180 days after application. GAF Materials Corporation reserves the right to revise or alter the exposure time,not to exceed the preceding maximum exposure time. • Wherever the adiesive back comes in contact with polyester surfacing such as end laps, penetrations and,flashing material must be set in a 1/8 inch toweling of LeakBusterrm Matrix® 201 Premium SqS Flashing Cement made in accordance with ASTM D4586-Type 1 or equal flashing cement.! • UnderRoof m 2 Is acceptable in foam applied and mechanically attached the systems • Consult manufacturer's installation instructions for complete installation requirements. Surfacing: Roof Tile and Asphalt Shingle Assemblies. LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMbDADE COUNTY • END OF THIS ACCEPTANCE NOA No.: 11-1027.06 Expiration Date: 09/21/16 =IAMIMMO U14 Approval Date: 11/17/11 Page 3 of 3 r SECTION 1524 HIGH-VELOCM HURRICANE ZONES— REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Cade, Building govern the minimum requirements and standards of the Industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. 1.Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High-Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2.Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renafled in accordance with the current provisions of Chapter 16 (High-Velocity Hurricane Zones) of the. (The roof deck is usually concealed prior to removing the existing roof system.) 3.Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4.Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside-of*the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5.Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication df•structural distress and may require the-review-of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6.Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter/edge walls or other roof extensions may block this discharge If overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7.Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in exten ' the service fife of the roof. X�' I Z .. - ow sf 'ent's Signature late Contractor's Signature n' a e OWNER'S AFFIDAVIT OF EXEMPTION Roof to Wall Connection Hurricane Mitigation Retrofit for Existing Site-Built Single Family Residential Structures Pursuant to Section 553.844 F.S. Date: To: Re: Owner's Name: Property Address: Roofing Permit Number: Dear Building Official: I \X0,V6 c ertify that I am not required to retrofit the roof to wall connecti ns of buildinj because: The just valuation for the structure for purposes of ad valorem taxation is less than$300,000. The building was constructed in compliance with the provisions of the Florida Building Code(FBC) or with the provisions of the 1994 edition of the South Florida Building Code(1994 SFBC) Y\ Sign a roperty Owner Print Name 'o sr U�<. Notary Publi tate of Flo da Daniel Per My CommissI EE1238 1 t'oF`F,- Expires 08121/ 015 STATE OF FLORIDA COUNTY OF MIAMI-DADE Sworn to a d subscribed before me this 6 Day of 20 , _Personally known or Produced Identification When the just valuation of the structure for the purposes of ad valorem taxation is equal to or more than $300,000,and the building was not constructed in compliance with the FBC nor with the 1994 SFBC,and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. 1461 NORTHWEST 23 STREET MIAMI,FLORIDA 33142 TELEPHONE 305.639.7663/954-438-9897 FACSIMILE 305265.2685 www.305NewRoof.com STATE CERTIFIED LICENSE S#CCC1326032 My Home MIAMIDDXD� ' p Show Me: Property Information � � L nd ege y� Search By: rtyw��r�sT ,;,;, » , Property Boundary Selectitem z x ' j, Selected f Property 0 Text only . �. �_ r Report Homestead Fraud : Street -� Property Appraiser Tax Estimator Highway r tiY"f 93ttD ST , Property Appraiser Tax CoMparison , "I Miami-Dade Portability S.O.H.Calculator County Water E Summary Details: ' Folio No.: 11-3101-033-1070 Property: 212 NW 93 ST W+E Mailing ESTHERJACOBO RUBIO 1Ii`' aim• �'"` Address. 212 NW 93 ST MIAMI SHORES FL .. 33150-2236 Property Information: Primary Zone: 0800 SGL FAMILY-1701 g " 1900 SO 1 0001 RESIDENTIAL- ISt , CLUC: .NVYtS S1 , _ SINGLE FAMILY BedslBaths:� 2/1 .�._ flat Photography-2012 0 112 ft Floors: 1 Living Units: 1 dj Sq Footage 1,440 Lot Size: 6,150 SO FT ear Built: 1953 M+Home I Property Information I Property Taxes XN MIAMI SHORES SEC 6 PB i Meighhorhood I Property Appraiser 10-39 LOT 3 BLK 135 LOT Home I Using Our Site I Phone Directory I PrIvac I Disclaimer Legal Description: SIZE 50.000 X 123 OR 19587-3878 03 2001 1 CO ` 21467-0919 07 2003 1 Assessment -0919 7 200 If you experience technical difficulties with the Property Information application, ear: 2013 2012 or wish to send us your comments,questions or suggestions please email us at Webmaster. Value: �� �96 Buildi g Value: $113,079 $127,351 ® Ma 7 Web Site tt ssessed Value: $168,452 $171,847 ©2002 Miami-Dade County. All rights reserved. Exemption Information: ear: 2013 2012 Homestead: $25,000 $25,000 nd Homestead: YES YES Taxable Value Information: ear: 2013 2012 Applied Applied axing Exemption/ Exemption/ uthor ty: Taxable Value: Taxable Value: Regional:$50,000/$118,452$50,000/$121,847 County: $50,000/$118,452$50,000/$121,847 City: $50,000!$118,452$50,000/$121,847 School .25 non/R14.1 4F2 R25 nnniRtae a4�