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RF-16-1925 CIVI L Reileh Engineering Corp. 4 (Consulting Engineer) 2370 Southwest 123"dAvenue ' Miami,Florida 33175-1174 is� I� ZS Tel:305-823-8008/305-397-6414 ENGINEER Fax:305-823-3300/305-884-8834 Website:www.reilchenginecring.com August 11,2016 Decktite Roofing and Waterproofing: Inc. 16104 Kilmarnock Drive Miami Lakes,Florida 33014 Project: ROOF TME MJEE JESI REPORT Residential Home 1311 Northeast 103 Street Miami,Florida Information provided by client: Permit Number:Not Provided Date Completion: August 9,2016 Roofing Contractor: Decktite Roofing and Waterproofing,Inc. Project Number: 16-0839 (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 Varea"S"Roof Tile. This file 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)file 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. �a��n 4�tes���:�t��vve�+conc��u�e�ha�,���ns�llatr,��,' �f �'�t�tif ttTe;at the above a�ef�enced ��+y�,��yd�s` ,�,}meefs�t�e��esltnurreme�vt;dou#pl��,► �,{��� ea;��n+��acot�col A,, a�he�plee ` t4'M, yVOl4iM+,._�f�Y�,. .._Wy .yne ' 'Skiyt ,dMda3^` ..I'. 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 �7'e - '�rf ohamad Sonny Salleh,P.E.49014 Project Manager TILE UPIJrr TES Residential Home 1311 Northeast 103 Strad Miami,Florida Submittals: Cover Page Page 2 thru 6 of 6 Drawing 16-0839 Reileh Engineering Corporation—Project Number_16-0939—Page 2 of 6 Report of TILE UPLIFT TEST for Residential Home 1311 Northeast 103 Street Miami,Florida Project Number: 16-0839 w ,r,,..� �a^`a � 4 '.�°Y ���•., 4w'�' t5 Tj,.v�+ -._ k .:- f� A'`'r" j� 1ar1" iz�+ "�? p �'r4 __ y �i" .a , Test Eoa`d b 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 24 35 Pass Reileh Engineering Corporation—Project Number-16-0839—Page 3 of 6 xa< _ ad T�staTumber '+TstLoVii' Test Status 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 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass Reileh Engineering Corporation—Project Number-16-0839—Page 4 of 6 ,44'400,�9 s a i b __ , 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass 84 35 Pass Reileh Engineering Corporation--Project Number.16-0$39—Page 5 of 6 k�`w ,;fest Numbe»`, T'est'Statu } .r, 85 35 Pass 86 35 Pass 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass 91 35 Pass Test 1-18 Corner, 19-27 Ridge Caps,28-48 Perimeter,49-91 Field Relleh Engineering Corporation—Project Number-16-0839—Page 6 of 6 12 46 � 4 6 2 l 19 58 % 40 s 97 47 80 78 M 44 49 81E491 19 40 99 78 76 7S 72 58 82 49 09 74 62' 4e a as ao 69 88 64 A 910 6S 81 � n �+ n n � 54 92 q 66 61 70 29 w 00 89 99 68 84 69 28 NO " 9 O 76' MNM OF 1 5f MI IMM - 1100 5F O 1 5�I,OCAttON FIMP p 51 Conk - 90 5>~ co"R n 8 MRIMMR 1715 Ma,a- '5' L I 7CNOTE5 IAO%W 16-OB W Eg CAr - 9 COM AMA- 3'X V MOX.GOOF T5T LOCA11ON5,AMA5, AW PIWN51ON5 t Miami Shores Village '' 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 3 }3 Phone: (305)795-2204 .••3 „ '. 711@ Expiration: 01/08/2017 Project Address Parcel Number Applicant 1311 NE 103 Street 1132050300110 Miami Shores, FL 33138-2623 Block: Lot: SHERYL&MARK PIPER Owner Information Address Phone cell SHERYL&MARK PIPER 1311 NE 103 Street MIAMI SHORES FL 33138-2623 1311 NE 103 Street MIAMI SHORES FL 33138-2623 Contractor(s) Phone Cell Phone Valuation: $ 30,000.00 DECKTITE ROOFING AND WATERPRt (786)308-7657 Total Sq Feet: 4500 Type of Work:Re Roof Available Inspections: Additional Info:RE ROOF TILE AND FLAT COLOR THRU VE Inspection Type: Classification:Residential Scanning:4 Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-7-16-60553 CCF $18.00 DBPR Fee $5.25 07/12/2016 Credit Card $920.50 $0.00 DCA Fee $5.25 Bond#:3138 Education Surcharge $6.00 Permit Fee-New Roof $350.00 Scanning Fee $12.00 Technology Fee $24.00 Total: $920.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructiona ing. Fut rmore,I authorize the above-named contractor to do the work stated. July 12,2016 Authorized ure:I er / Applicant / Contractor / Agent Date Building Department Copy July 12,2016 1 Miami Shores Village JUL 12 2896 � Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 —u Tel: (305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 e - �f� FBC 201Y /� BUILDING Master Permit No.lzr&t7 PERMIT APPLICATION Sub Permit No. [—]BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL E]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1311 NE 103rd Street City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3205-030-0110 Is the Building Historically Designated:Yes NO X Occupancy Type: SFR Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Mark& Sheryl Piper Phone#_3— e7®y-,5-26q Address: 1311 NE 103rd Street City: Miami Shores State: Florida Zip: 33138 Tenant/Lessee Name: Phone#:305-968-5267 Email: smcpiper@aol.com CONTRACTOR:Company Name: Decktite roofing &Waterproofing Inc. Phone#: 786-308-7657 Address. 16104 Kilmarnock Drive City: Miami Lakes State: Florida Zip: 33014 Qualifier Name: Andre Zeno Phone#: 305-828-8641 State Certification or Registration#: CCC1330185 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$$30,000.00 Square/Linear Footage of Work: 4,500sf Type of Work: ❑ Addition ❑ Alteration ❑ New ® Repair/Replace ❑ Demolition Description of Work: Re-roof tile roof, flat roof Specify color of color thru tile: ye-r-e-c& Csi.-Pk e L� i T Submittal Fee$ Permit Fee$ CCF$ /,Y- 6) CO/CC$ Scanning Fee$ �� ® ® 1 Radon Fee$ �� DBPR$ a?_&.S Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TALKS,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 FOR 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. Signature45 -\� ?.! Signature WNER or AGENT CONT CTOR The foregoing instrument was acknowledged before me this The for egoing instrument was acknowledged before me this 54-1-1 day of Tuls.4 ,20 l!o by ��}eT day of � l `` 20 f 6 - by who i ersonally know to ��1{� S 2cno,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Pri Klml gr Zito aLDelz�/i0 sa,�dxa 0 1 Seal: Seal: tj 0 1d uoissiwwo �c o� My Commission FF 102184 W �G T- 1 Expires 03118/2018 ue1o119J 1N euueor ,,o aiels-ii4�d lu N 'era �_ APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ' I 1 rte y Mt SECTION 1524 HIGH VELOCITY HURRICANE ZONES-REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section,it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section.The provisions of Section R4402 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 ant the contractor.The owner's initial in the designated space indicates that the item has been explained. 2. 1�.Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system). 4• Exposed Ceiling: 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 penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appearance. 6. _52�2? Overflow scuppers(wall outlets): It'is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension 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 Sections R4402,R4403 and R4413. 7�� N ?- —'. b Owner/Agen Signature Date Contractor Sign tur Date Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; V . ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(201 ) 1 1 High-Velocity Hurricane Zone Uniform Permit Ap lication Form. i 1 1 Section E(Tile Calculations) 1 For Moment based file systems,choose either Method 1 or 2.Compare the valu for M,with the values from M,.If the M,values are greater than or equal to the M,values,for each area of the roof,then the file chment method is acceptable. 1 1 Method 1 'Moment Based Tile Calculations er RAS 127" 1 (131: X-= _)-Mg: =M,, P uct Approval AA, 1 (P2: x% = _ )-Mg:-=M P uct Approval Mr 1 (P3: xk = �)-Mg: = P uct Approval Mr 1 Method 2°Simpiified Tile Calculations er Table Below° 1 Required Moment of Resistance(M,)From Table Below Product pproval M, 1 Mr required Moment Res/stance' 1 Mean Roof Height 1 Roof Slope 15' 20' 25' 30' 40' 1 2:12 34.4 36.5 38.2 39.7 42.2 1 3:12 32.2 34A 36.0 37.4 39.8 1 4:12 30.4 32.2 33.8 35.1 37.3 1 5:12 28.4 30.1 31.6 32.8 34.9 1 6:12 26.4 28.0 29.4 30.5 32.4 1 7:12 1 24.4 25.9 27.1 28.2 30.0 1 `Must be used in conjunction with a list of moment based til systems endorsed by the Broward County Board of Rules and 1 Appeals. 1 For Uplift based file systems use Method 3.Compared the v lues for F with the values for Fr. If the F'values are greater than or 1 equal to the Fr values,for each area of the roof,then the til attachment method is acceptable. 1 1 Method 3'Uplift Be Tile Calculations Per RAS 127° (P1: x L x w:= -W: x ccs =Fr, Product Approval F 1 (P2: x L x w:__)-W: x 8 =FQ Product Approval F 1 (P3: x L = x W.=_�-W: x 8 =F,3 Product Approval F 1 1 are to Obtain Information 1 Description Symbol Where to find 1 Design Pressure 1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 1 Mean Roof Height H Job Site 1 Roof Slope 8 Job Site 1 Aerodynamic Multiplier Product Approval 1 Restoring Moment due to Gravity M9 Product Approval 1 Attachment Resistance Mr product Approval 1 Required Moment Resistance Ma Calculated 1 Minimum Attachment Resistance F Product Approval 1 Required Uplift Resistance Fr Calculated 1 Average Tile Weight W Product Approval 1 Tile Dimensions L =length W=width Product Approval 1 All calculations must be subm to the building official at the time of permit application. 1 1 15.40 FLORIDA BUILDING CODE-BUILDING,5th EDITION(2014) Copyd&to,or licensed by,ICC(ALL RIGHTS RESERVED):amassed by E11ww Palacio on Jun 8,201510:32:12 APA puma=to Ltcem Agtcemem No further reproductions authorized. ``' '� `i� Miami shores Village $eee anent Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: - 10050 NE 2nd Ave Miami Shores, F133138 Re: Owner's Name: 14 A //L � I C /— Property Address: f 3 11 P �_ 1 b 3 Roofing Permit Number: Dear Building Official: I d �1 `� i 1P - '� certify that I am not required to retrofit the roof to wall connections of my building because. '4N The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC)or with the provisions of 1994 editi n of a South Florida Buil ' Code(1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom,deposes and says that he/she is theowner for the above property mentioned. Sworn to and subscribed before me this, BARIELLE CHOULOUTE Notary t -State of Flaw Conwssion#�FF 912018 Notary Public, Sate of Florida at Large ' =:^9My C M_Expires Aun 94.90 i Bonded through NNa W Notary Assn. • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$ 0, 0.00,a d the binding was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 50/2009 Properly Search Application-Miami-Dade County Page 1 of 3 1 11"7777g a•PJ:ii-= When buying read aside property,you should not aswane that property taxes will hemam the same.Whenever there is a change in gyp•the IN{PORTANT assessed value of the property may reset to fug minket value,which could result in higher property taxes.Please use our Tax EAM8101'to MESSAGE approArnato your mhw property taxes. The Prop"Appraiser does not send tax bills and does not set or WIWI taxes.Please veal the Tax Coffedofs websdta directly for additional infameOon. e)0 Address Owner Name Subdlvislon Name Fdlo SEARCH: 1311 no 103 at Suite DQ PROPERTY INFORMATION ® - Folio:11-3205030-MIO .. s Sub-Division: - MIAMI SHORES BAY PARK ESTS REPLAT OF TR Property Address - r 1311 NE 103 ST - Mlami Shores.FL 33138.2823 �; k Owner ' - • MARK C PIPER&W SHEIM s� Melling Address 1311 NE 103 ST MIAMI SHORES,FL 33138.2623 - Primary Zone 1100 SOL FAMILY-2301-2500 80 Primary Land Use .•7Fr - 0101 RESIDENTIAL-SINGLE FAMILY:1 11NIT �r ;r Beds I Baths I Hall 41311 - Floors , •� _ LMng units 1 Actual Area 3.143 Sq.Ft jliDt =S Living Area 2,515 Sq.Ft ff� AcQusted Area 2,820 Sq.Ft Lot elm 5.720 Sq.R -. Year Built 1057 Featured Online Tools Companwe Sales Glossary Non-Ad Vaiormn PA AddMoral*&a Task Property Record Cards Property Search Help Assessments Property Taxes Report Discrepancies Report homestead Fraud Tax Comparison Tax EsWTW r TRIM Notice Value AomIrnmd Board ASSESSMENT NFORMATION 0 BOOM NFORMATM 8 Yew 2NS M5 arta seams Typo 2o1e sots 2014 Land Value $325,982 $288,789 $282.732 save oar HoamsCap Awasstrnord Redaction $328,207 WWWS t>'DZM Building Value $196.272 $196.272 $191,196 a Exem"on $25,000 $25.000 $25.00 Extra Feature Votes $6,707 $5.110 $5,163 sem Homestead Exen"on $25,000 $25.000 $25.000 Medostvaloe $52$.981 $498.171 $459.091 Note:Not all bonsfils are appdt"to all TaxoWe values 6.e Coma,School Board, Assessed Value $199,754 $198.366 $196,792 M`•Rte• RRI LEOU DESCIIP1i0N o h4://www.miamidade.gov/propertysearch/ 7/10/2016 Property Search Application-Miami-Dade County rage 2 of 3 TAXABLE VALUE MFORMATION 0 REPLATOFTR8 VIM SHORES BAY 2019 201$ 2014 PARK ESTS PB 63-17 COUNTY LOT SIX O Exemption Value $50.000 $50.000 S50,000 LOT SIZE 90.OW X 108 Taxable Value $149.754 $148,360 $146,792 OR 15678283404934 SCHOOLBOARD Exemption Value $25,000 $25.060 $25.OW Taxable Value $174,754 $173,366 $171,792 CITY Exemption Value $50,000 $50,WO $50.000 Taxable Velure $149.754 $148. 0 $148,792 REGIONAL Exemption Value $5010W $50,0W $50,0110 Taxable Value p�� tl $149,75.4 $148,366 $140,792 SALESR�FORINATIAN Previous Sate Price OR Sook-Page QueORcetion Description WOIH993 $0 168762834 Sales which we dtsquslled as a result of examen of the deed 09IOV1991 $0 000OD-0WW Salus which are disquaHBed as a result of exemhranWn of the dead For moa IdortreOoo about the Department of Revenue Sales Qualificatoh Codes. 2018 2015 2014 LANG RYFORNIATION 9 Land Use Mud Zone PA Zone Unit Type Units Cale value GENERAL R-20 1100-SGL FAMILY-2301-2500$0 Front FL 90.00 $325.982 BUILDING[HIM= Building Number Sub Asea Year Built Actual Sq.FL Living Sq.Ri Ad]Sq.FL Calc value 1 1 1957 2,744 2,118 ZA21 $168,502 1 2 1950 399 399 300 $7/.770 BtdWhV SkeWm AvailaWel EXTRA FEATURES Description Year Built units Calc Value Patio-BdclC Tile,Flagstone 1993 306 $2.825 Chwln4nk Fence 4-5 0 high 1903 150 $1200 Pdo-Brick Tile.Flagstone 1982 215 $1,821 Pe to-Screened ova Cona-erta Blab less 221 $1,061 ADDITIONAL INFORMATION The Information fiat below is not delved free to Propady Appraiaefs Office reaxdsit is provided for cmaentence and is derived from other government agencies. LANDUSEA14DRESTRICTIONS Community Development District NONE Community Redevelopment Area: NONE Empowermumt Zoete: NONE E Zone:.. NONE Urban Development: INSIDE URBAN DEVELOPMENT Zmlmg Code: R20- BOUNDARY Exts&g land Use: to-sINGLE-FAIwLv,MED.-DENSITY(ls DWGROSS ACRE). Government Agencies and Community Services OTHER GOVERNMENTAL JURISDICTIONS Business Incentives Childmns Trust City of Miami Shores Envie moentel Considerations Florida D+»Of Revenue Florida Wand NW039MDi*W PA BuSeft Beed NofAd Vatoem Assessments School Board South Florida Water Mgmt Distdc Tax Coosdor http://www.miamidade.gov/propertysearch/ 7/10/2016 Property Search Application-Miami-Dade County Page 3 of 3 The Office of the Property Appraiser is continually editing and updating the tax roil.This website may not reflect the most current information on record.The Property Appraiser and Mlarni-Dade County assumes no liability,see full disclaimer and User Agreement at http:tNiww.miamWede.govAnfoldiscWrrier.asp For inquiries and suggestions email us at httpJAwvw.miamidade.gov7PAPortal/Con tacWomdConmdFormMain.aspx. Version:2.0.3 EXENIPTIONS S REAL ESTATE TINGIBLE PERSONAL PUBLIC RECORDS ONLINE TOOLS TAX ROLL BENEFITS PROPERTY ADMINISTRATION Deployed Military 40 Yr Building Appealing your Address Blocidng Property Search Appealing your Re-Certification Assessment Assessment Disability Exemptions Change of Name Property Sales Appealing Your Assessment Reports Homestead Assessment Information Search Change of Address Tax Estimator Jnafillu"aaal Detective DrIvem Examptleas Ghawat(AamershiP Tax^am== &Ttw Senior Citizens Folio Numbers Extension Requests Homestead Declaration of Exemption and Mortgage Freud Filing Returns Condominium Portability More> More> More> More> More> More> s Home Privacy Stetememgrsa Me About Us ADA Notice cox Ug ®2014 Mimrh-Dade County.All rights reserved. http://www.miami&de.gov/propertysearch/ 7/10/2016 ROOF ASSEMBLIES AND ROOFTOP FTOP STRUCTURES r- 'l Building Code 5th Edition(2014) JU 12 2010 lo4CItyr"urricane tone Uniform Permit Applicatic In Form.7 jV - 1 Section A(General Information) 1 MasCe'r Peomif.Na:' ;\; Process No. 1 contraitoes �L C LT l T N Cr. '3 W ATS.!?K Job Address�� f ROOF CATEGORY ; AD Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tiles 1 ❑ Asphaltic Shingles ❑ Metal PaneVShingles ❑ Wood Shingles/Shakes 1 ❑ Prescriptive BUR-RAS 150 1 ROOF TYPE / 1 E3 New roof O Repair ❑ Maintenance jd Reroofing ❑ Recovering 1 ROOF SYSTEM INFORMATION 1 Low Slope Roof Area(SF 3 Steep Sloped Roof AREA(SSF) 2a Total(SF) KY9 1 1 I Section B(Roof Plan) 1 Sketch Roof Plan:Illustrate all levels and sections,roof drains,scuppers,overflow and overflow drains.Include dimen- sions of sections and levels,clearly identify dimensions of elevated pressure zones�on of parapets. 1 i NL I F,N, A, 1 S 1 1 1 M ®� 1 a 3a e 1 ` 1 1 960 :0 • 1 e 1 . 1 ... • • • ••• • • FLORIDA BUILDING CODE—BUILDING,ft EDMON(2014) . • • • ••• • • •15,37 11 1 a mac`, byqaC (ALL aW REMVEn); +yaiewrpohft:20:5*_M Awlav uois ... . . . ... 0 0 r ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 HighWelocity Hurricane Zone Uniform PermitAppiicatlon Form. Section D(Steep Sloped Roof System) Roof System Manufacturer: CERAMICA VEREA Notice of Acceptance Number: 14-0107.02 Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations: -68.1 100.7 1, -39.1 P2• P3° e MAXIMUM DESIGN PRESSURE 48.45 Steep Sloped Roof System Description Deck Type: 5/8 PLYWOOD `type Underlayment ASTMD 226 TYPE II#30 R 3 f Slope: 12 Insulation: N/A Fire Barrier: N/A Ridge Ve%�Ation? Fastener Type&Spacing: z Ro SS122°O C FUEL TH 5/8 TIN CAPS 8°LAPS Adhesive Type: SELF-ADHERED Type Cap Sheet: POLY GLASS TU-PLUS Mean Roof Height: 10' Roof Covering: SPANISH S Type&Size Drip 3X3 GALV.26 GAU E Edge: .• ••• • . • • . • • .•• .. • . •.. 0. . . .. .•.• .. . • . • . ••• •.• ••• . . 00. •• •• •• • • • 00 18.34 FLORIDA BUILDING CODESth Edition (2014) --BUILDING ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Sth Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Fom. Section E(Tile Calculations) For Moment based dlesystmos,choose aidwr Method 1 ort.Compare the values for Mr with the values from Mp if the Mf values are greaterdw or equal to the Mr vainest,for eaah arca of the roof,then the die artachmem mathod is acceptable. Method I"Moment Based Tile Caloulatinns Per RAS 127" -39.1 .31 12.12 6.36 5.76 48.45 (Pt: x), 1-Mg. -Mri Product Approval Mf (P2,68.1 x .31 A21.111-Mg0.36 m 14.75 Product Approval Mf48.45 (P2100.7 XX .31 31.31)-Mg.6.36 e Ma24.85 Product APProval Mr 48.45 Method 2"Simplified Tile Calculadous Per Table Below" Required Moment of Resistance(Mr)From Tabls Below Product Approval Mr Mr required Moment Resistance' Mean Roof Height-0 18' M. 26' 30' 40' Rauf Slope 2:12 $4.4 38.8 38.2 38.7 42.2 302 32.2 344 36.0 37A 38.8 4:12 30A 32.2 33.8 38.1 37.3 6:12 28.4 30.1 31.8 1 32.8 34.8 Mill 29A 28.0 29A 30.8 324 7:12 94A 26.9 27.1 28.2 30.0 4'Must be used in conjunction With a list of moment baser(die systems endorsed by the Browmd County Board of Rules and Appeals. For Upliftbased die systems use Method 3.Compared the values f"F with the values tbrft Ifthe Iv values are greater than orequal to the Pr values, for each area of the roof,then the the attachment madtod Is accopnble. Method 3"Moment Based Tile Calculations Per RAS 127" (Pt:-x L x W:-_a-W. x cost 8 .Fri- Product Approval F (P2;-x L-=x w:--}.W:-x cos 9 -Fr2- Product Approval F- (P3; x L_- x w:- -W: x coa 8--Ft3 Product Appsoval F- Where to Obtain Information Description Symbol Where to find Design Pmann Pt or P2 or P3 RAS 127 Table I or by an engineering analysis prepared by PH basad on ASCE 7 Metro Roof Hedghl H JobM RODf Slope 0 Job She Aerodynamic Multiplier d I Product AWoval Restoring Moment due to MB Product Approval Gravity Attachment ReAsmnee Mr Product Approval Required Moment Resistaauo MnCalculated Minimum Attachment P' Product Approval RaRn°0B • •• Required Uplift Resistance Fr Calculated • • • • • • • • • • •• • • • • • • • Ayertige,niovejght W Product Approval • • • • • • • • • • •• TileDIMMIAM L length rroduct Approval W-width • ••• ••• ••• • • All calculations muss be submitted to the building official at the time of permit applieadoa • • • • • i i i •• • • • • • • • • • • •• •• •• • • FLORIDA BUILDING CODE 6th Edition (2014)-BUILDING 16.36 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r � MIAMbD DE � MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 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/cera Ceramica Verea Lanza S/N 15685 Mesia(Coruha)Spain 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: Clay Spanish"S"Roof Tile 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 NOA revises NOA# 13-0226.02 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Ti era. 61" ••• .. . . . .. . .. . . ... 00 .. ... .. 0.0 . . .. . ... ... ... . . : N©A No.:+14-010f. 02 MIAMI D,(COUNTY % • F6irajion D1tei 03/16/18 00 Approval Date:04/24/14 Page 1 of 6 ... . . . . ... . . . . . . . . . . . . . .. .. 00 . .. .. ... . . . ... . . r c- ROOFING ASSEMBLY APPROVAL Cateeory Roofing Sub Category: Roofing Tiles Material: Clay 1. SCOPE This approves a roofing system using Clay Spanish 'IS" Roof Tile manufactured by Ceramica Verea, S.A. in La Coruna, Spain and is distributed by Ceramica Verea, USA, as 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 Clay Spanish"S"Roof Tile L= 19.5" ASTM C 1167 High profile clay roof tile. For direct W= 11.3" deck,adhesive set applications. Thickness:0.44" Trim Pieces Length:varies ASTM C1167 Accessory trim,clay roof pieces for Width:varies use at hips,rakes,ridges and valley varying thickness terminations manufactured for each tile profile. Verea Hurricane Clip 2.95"x 0.47"x 0.09"diam. (Optional)stainless steel clip. 2.55"x 0.47"x 0.09"diam. 2.16"x 0.47"x 0.09"diam. 2.1 MANUFACTURING LOCATION 2.1.1. Mesia(La Conuiia)Espana 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date American Test Lab of South Florida RT0706.01-11 ASTM C 1167 07/19/11 RT0311.01-14 TAS 101 03/18/14 IBA Consultants,Inc. 4709-3 TAS 101 12/21/07 PRI Construction Materials CVER-013-02-01 TAS 101 12/30/13 Technologies CVER-014-02-01 TAS 102 03/11/14 CVER-015-02-01 TAS 100 04/07/14 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. ego • a • 3.2 For mortar or adhesive set tile applications,a static field uplift test in accoidanceyv4h:PAS:0§00ay•. required,refer to applicable building code. •• •.• •• • • • 416 . ••• ••• ••• . . MIAMI-DADE COUNTY 0 ' : : NdA No.: 14-OlOS.02 •: :• • E`spiralien Djte•03/18/18 uam� ofApproval Date?04/24/14 Page 2 of 6 ••• • 0 0 800 0 0 Y 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 and Neighborhood Compliance Department—Product Control Section 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 Clay Spanish"S"Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS-120. 4.2 Data For Attachment Calculations. Table 1: Average Weight(W)and Dimensions(I x w) Tile Profile Weight-W(lbf) Length-1(ft) Width-w(ft) Clay Spanish "S"Tile 8.3 1.625 0.942 Table 2: Aerodynamic Multipliers -A(fe) Tile A(ft ) A(ft ) Profile Batten Application Direct Deck Application Clay Spanish "S"Tile N/A 0.31 Table 3: Restoring Moments due to Gravity-Mg(ft-lbf) Tile 2"•12" 3"•12" 4"•12" 5"•12" 6"•12" 7"•12" Profile or Greater Clay Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Spanish "S" 6.46 6.36 6.21 6.01 5.74 5.40 Tile Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Clay Spanish 3M 2-Component Foam Roof Tile Adhesive AH-160 63.212 "S"Tile 3M 2-Component Foam Roof Tile Adhesive AH-160 58.6 1 Large paddy placement weight 34.6 grams of 3M 2-Component Foam Roof Tile Adhesive AH-160. 2 Medium paddy placement weight 24.5 grams of 3M 2-Component Foam Roof Tile Adhesive AH-160 .. ••. . . . . . .. . •. . • . • ... . • ••• ••• ••• • • NOA 1%o.: 14-0101.02 MIAMI DAD6 COUNTY •:i • • Elpirafien Dao g,,03/j3/18 Approval Date:04/24/14 Page 3 of 6 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 4.3 Clay Spanish"S"Tile and its components may also be installed with"Verea System"underlayment system in strict compliance with current NOA. Clay Spanish"S"Tile shall be installed as per applicable sections of Roofing Application Standard RAS-120. 4.4 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) Clay Spanish "S"Tile/Verea 8.3 1.625 0.942 S stem Table 2: Aerodynamic Multipliers -,\(fe) Tile k(ft ) A(ft ) Profile Batten Application Direct Deck Application Clay Spanish "S"Tile/Verea N/A 0.33 System Table 3: Restoring Moments due to Gravity-M9(ft-lbf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7':12" Profile or Greater Clay Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Spanish "S" 5.63 5.56 5.47 5.35 5.21 5.06 Tile/Verea System Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Clay Spanish 3M 2-Component Foam Roof Tile Adhesive AH-160 48.45 "S"Tile/ Verea System 3 Large paddy placement weight 35 grams of 3M 2-Component Foam Roof Tile Adhesive AH-160. .. ... . . . . . .. . . .. . .. . . . . ... . . . . . . .. ... .. . . . .. . ... ... ... . . '.: : . : : , NQA]So.,*14-0107.02 CMALMMADECMOUNTY 0 00 :•96 0 :Egpi Apn'Qfite:03/13/18 Approval Date:04/24/14 Page 4 of 6 ... . . . . ... . . . . . . .. . . . . . . .. . . . . . .. .. . . . .. .. ... . . . ... . . � 1 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved". VERSA SPAIN CE LABEL FOR CLAY SPANISH"S" ROOF TILE (LOCATED ON THE SIDE 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. • •• • • • • ••• • • 060 ••• ♦•• • • ••; ; • : ; •NQA Pjo.:14-0107.02 MAMMADE couNTY •• •• •Lg n ate:03/13/18 •• • • Approval Date:04/24/14 Page 5 of 6 • • • • • • • • • • ••• • • • ••• • • PROFILE DRAWING 19.5" O 11.3" CLAY SPANISH S ROOF TILE VEREA HURRICANE CLIP NOTE: USE OF CLIP IS OPTIONAL. REFER TO MANUFACTURERS PUBLISHED INSTRUCTIONS FOR INSTALLATION DETAIL END OF THIS ACCEPTANCA• •• •` •• .. ..• .• . . . .. . ... ... ... . . NOj 1 .:;14-0107.02 MIAMMADE COUNTY •• • • • �yxlfiir�tton Daje:03/13/18 • •• •• •• • • • AppioVll Dlte:04/24/14 Page 6 of 6 .•. . • . . ..• . . . . . • . • • . . • ... . . 000 ••. • . GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials.The documentation submitted has been reviewed by Miami-Dade County Product Control Section. PIN Component Name Initial Aged Initial Aged Solar Reflectance Reflectance Reflectance Emmitance Emmitance Index(SRI) 1. Clay Spanish"S" 0.39 Pending 0.83 Pending 41 Tile .. . . .. . . . . ... . .. ... .. . . . .. . ... ... ... . . NOA Nb.::14-0107.02 7-I L II NT Coin0 .•• kxp1rg0on]Date:03/13/18 JAPPROVED1 •• • • 'ApprUll Me:04/24/14 Page 7 of 6 . . . . . : . . . . ROOF ASSEA UES AND ROOFTOP STRUCTURES Florida Building Code 5#h Edition (2010 High-VOTOCI y Hunicane Zone Unftmi Pem*Applicaftn Form. n �I W oI Awil aalont Surfacing: N/A nn in specific roof assembly components and Identify manufacturer Fastener Spacing for Anchor/Bass Sheet Attachment: (if a component is not used,tdentity as'"NA") Field: 9 "OC @ Lap,#ROWS 4 9 ��OC System Manufacturer: GAF . Perimeter:_6 "oc @ Lap,0 Rows 4 @_L2 oc Product Approval No.: 15-0203.24 Confer: 4 "06 @ Lag,0 Roms @-L--cC Design Wqnd Pressures From RAS 928 or Calculations: -42.8 -71.7 108.0 Number of Fasteners Per insulailon Board: Pmax1: Pmax2:Prnex3:' . Field Perimeter, QA M=Design Pressure,from the specl@c Product � , Gorrter Approval Illustrate Components Noted and retails as Deck Applicable: TO PLYWOOD Woodblocking,Gutter,Edge TarminsHon,Stripptmg,Flashing, Continuous Cleat,Cant Strip,Base Flashing,Counter- Gauge/Thildmess: 5/8 Mashing,Copley,Etc.•. : . lndkoatm Mem Roof Height,Parapet Height,Height Of Base Flashing,Camji4 nt Materiat,Materlat Thickness,Fastener $lope: • Type,Fastener Spacing or Submit 1 PLYVERSASHEILD ROOF HEIGHT:IV FT. A.rt!'hart8sse Sheet&iso.*ofPiy(s}: EAVEDRIP:26 GAUGE 3X3 GALVANIZED ATTACHED Anchafflase Sheet Faste1hed3onding Material: WITH 1 IW* RIS V O.0 1 1/4°RIS NAIL&15/8°•IINCAP 1 PLY EVERGUARD TPO FREEDOM Insulatt'on Base Layer. 9 �(s IQ(M $e Base ln_secn Size and Thickness: wA F i. N/A 1 Base Insulation FastenerlSonding.Mate_rial: p�,�,., 3W SAVE DRIP �a apet # Top insulation Layer. NIA I Top Insulation Size and Thickness: N/A 10' Top Insulation Fastened8ondMg Material: N/A . M13an • Raot: Base Sheets)S No,of Ply(s):N/A itetght Base Sheet Fay tener/Bondiny Material: N/A 518 PLYWOOD ROOF DECK Ply Sheets)&No.of Ply(s): 1I�j ClAr S S 14fe, Ply Sheet Fastener/Sonding Materiaic 14 �(i 11 ml ee Top ply. 1 PLY EVERGUARD TPO FREEDOM : : •• • • • • • • • 00 0 Top Ply Fastener/Bonding Matedal: SELF-ADHERED FLORIDA BUILDING CARE 6th Edition (2014)m BUILDING i• • •. i• • • •• • • • % • 15.33 • •• •• • • • •• •• ••• • • • ••• • • a i s MIAMI-= MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy GAF 1 Campus Drive Parsippany,NJ 07054 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 EverGuard®Freedom'TPO HW,EverGuard Extreme®Freedom'TPO HW and EverGuard®Freedom''TPO with RapidSeam'Technology Single Ply Roofmg Systems over Wood Decks. 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 reggest Qf the.Building Official. This NOA revises NOA No. 14-0403.06 and consists of pages 1 through 17..: : : : :.: The submitted documentation was reviewed by Jorge L.Acebo. 000 •.. '•e '• : •• . ••• ••• ••• . . *o:0 :. • :. NQA Nob`15-Q2tP.24 r7uar7anp�e courtrtr •• Fspiration DM?09115/19 JAPPROVEDI__, Approval Date: 05/14/15 0:0 •• . . . . 0 :0 cage l of 17 • • • • • • • • • • ••• • • 0 000 0 • R � � ROOFING SYSTEM APPROVAL Cateeory Roofing Sub-Caterory: Single Ply Roofing Material: TPO Deck Type: Wood Maximum Design Pressure -67.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description EverGuard®Freedom's TPO Various ASTM D6878 Self-adhered thermoplastic olefin with RapidSeam TAS 131 reinforced single-ply membrane with Technology self-adhering laps. EverGuard®Freedom"TPO Various ASTM D6878 Self-adhered thermoplastic olefin HW TAS 131 reinforced single-ply membrane with a heat weldable seam. EverGuard Extreme® Various ASTM D6878 Self-adhered thermoplastic olefin Freedom"°TPO HW TAS 131 reinforced single-ply membrane with a heat weldable seam designed for advanced protection against heat aging and UV degradation. GAFGLAS®#75 Base Sheet 39.37" ASTM D4601 A smooth asphaltic base or base/ply (1 meter)Wide sheet reinforced with fiberglass mat. Tri-Ply®#75 Base Sheet 39.37" ASTM D4601 A smooth asphaltic base or base/ply (1 meter)Wide sheet reinforced with fiberglass mat. GAFGLAS®#80 Ultima 39.37" ASTM D4601 A smooth asphaltic base or base/ply Base Sheet (1 meter)Wide sheet reinforced with fiberglass mat. GAFGLAS®Stratavent® 39.37" ASTM D4897 A smooth surfaced asphaltic nailable Eliminator Nailable (1 meter)Wide venting base sheet reinforced with Venting Base Sheet fiberglass mat.Bottom side surfaced with granules. VersaShield®Fire-Resistant 12"x 100'rolls ASTM D226 Non-asphaltic fiberglass-based Roof Deck Protection underlayment and/or fire barrier. StormSafe7 Anchor Sheet 48"wide ASTM D4601 A synthetic anchor sheet manufactured of polypropylene woven fabric coated on both sides with polypropylene. Ruberoid®20 39.37" ASTM D6163 SBS polymer-modified asphalt base (1 meter)Wide sheet reinforced with a glass fiber ma'A .. Ruberoid®Mop Smooth 39.37" ASTM D6164 N'on;wovjnpcld*y4stC*r raj coftd (1 meter)Wide YAth SBS'pol�Mer'mo$if?edAsphalt and smooth surfaced. . ... .• ... . . • • . . • •: :. • :. NQj1 No.;'15-00).24 M"WADE courir�r •• • E;piratlon Dalt.-09,45/19 •• Approval Date: 05/14/15 ••. . . . . 0:0 Pageof 17 • •. .• • • • •• •• � 1 Test Product Product Dimensions Specification Description Ruberoid®Mop Smooth 1.5 39.37" ASTM D6164 Non-woven polyester mat coated (1 meter)Wide with SBS polymer-modified asphalt and smooth surfaced. EverGuard®TPO Coated 4'x 10'sheets Proprietary 24 gauge steel with a 25 mil thick Metal GAF TPO for edge detailing. EverGuard Extreme®TPO 4'x 10'sheets Proprietary 24 gauge steel with a 25 mil thick Coated Metal GAF TPO for edge detailing and designed for advanced protection against heat aging and UV degradation. EverGuard®TPO Cover 6"x 100' Proprietary GAF TPO laminated to white butyl Tape 10"x 100' tape primarily used for edge metal details. EverGuard®TPO Cover 6"x 100' Proprietary Flashing strip manufactured from Tape Heat-Weld"° unreinforced GAF TPO laminated to a six inch wide strip,half the strip with a self-adhered side and half the strip with a heat-weldable edge;used for edge metal details. EverGuard Extreme®TPO 6"x 100' Proprietary Flashing strip manufactured from Cover Tape Heat-Weld' unreinforced GAF TPO designed for advanced protection against heat aging and UV degradation. Laminated to a six inch wide strip, half the strip with a self-adhered side and half the strip with a heat- weldable edge;used for edge metal details. EverGuard®TPO Detailing 24"x 50' Proprietary Unreinforced flashing material Membrane manufactured from GAF TPO. EverGuard Extreme®TPO 24"x 50' Proprietary Unreinforced flashing material Detailing Membrane manufactured from GAF TPO designed for advanced protect against heat aging and UV degradation. EverGuard®TPO Flashing Various Proprietary Reinforced flashing membrane Strip manufactured from GAF TPO. EverGuard Extreme®TPO Various Proprietary Reinforced flashing membrane Flashing Strip manufactured from GAF TPO de$igneMo; van leap otjc*Aon degraftibn.•• • • . •. . ... ... .•. . . •: :• • :. NpANo,C•15-Q2Q 24 Mu►MNnnoe co�nunr •• Egpiration DR&! 09!15/19 •• Approval Date: 05/14/15 ••• • • • . ••• ,Pag43 of 17 • • • • • • • • • • • •• •• • • • •• •• f ♦ Test Product Product Dimensions Specification Description EverGuard®TPO Pourable 9"x 6"x 4"oval Proprietary Pourable sealer pocket is molded Sealer Pocket with 3"base flange with GAF TPO compound to a nominal 70 mil thickness designed for waterproofing irregular shaped roof penetrations. EverGuard Extreme®TPO 9"x 6"x 4"oval Proprietary Pourable sealer pocket is molded Pourable Sealer Pocket with 3"base flange from GAF TPO designed for advanced protection against heat aging and UV degradation compounded to a nominal 70 mil thickness designed for waterproofing irregular shaped roof penetrations. EverGuard®TPO RTA 6"x 100'roll Proprietary Reinforced GAF TPO membrane (Roof Transition Anchor) with pressure sensitive adhesive StripT' primarily used to secure membrane transitions from the field to vertical surfaces. EverGuard®TPO Split Pipe 1"-2" Proprietary Reinforced GAF TPO membrane Boot 311-599 split to accommodate most common 611-819 pipes and conduits. EverGuard Extreme®TPO 1"-2" Proprietary Reinforced GAF TPO designed for Split Pipe Boot 311-511 advanced protection against heat 619-891 aging and UV degradation split to accommodate most common pipes and conduits. EverGuard®TPO Square 4"x 4" Proprietary Reinforced GAF TPO with split Tube Wrap 4"x 6" design overlap to be wrapped around 6"x 6" square or rectangular tubing. EverGuard Extreme® TPO 4"x 4" Proprietary Reinforced GAF TPO designed for Square Tube Wrap 4"x 6" advanced protection against heat 6"x 6" aging and UV degradation with split design overlap to be wrapped around square or rectangular tubing. EverGuard®TPO Comer Various Proprietary Corners fabricated from reinforced Curb Wrap GAF TPO. EverGuard Extreme®TPO Various Proprietary Corners fabricated from reinforced Corner Curb Wrap GAF TPO designed for advanced protection against heat aging and UV degradation. EverGuard®TPO Scupper 4"x 6"x 12" Proprietary $Uhpp@t nW4C4v4d froof Coated 8"x 10"x 12" iuetal aid&Meiifar&dxrAF TPO. EverGuard®TPO T-Joint 100 patches per box Proprietary '1•Joint patcli'ma$uf1*ctt eoctfrom Cover Patch unreinforced GAF TPO. . ... ... ... . . :. &DI No.: ArO203.24 MIAMNDADE COUNTY " ' 'ExpiPation fl:tfe: 0*9/15/19 JAPPROVED1 Approval Date: 05/14/15 ... . . . . ... . Pa$e 4 of 17 . . . . . . . . . . . .. .. ... . .. .. ... . . ... . . Test Product Product Dimensions Specification Description EverGuard Extreme®TPO 100 patches per box Proprietary T-Joint patch manufactured from T-Joint Cover Patch unreinforced GAF TPO designed for advanced protection against heat aging and UV degradation. EverGuard®TPO Vent 2 vents per carton Proprietary Vent manufactured from reinforced GAF TPO membrane and galvanized steel. EverGuard®TPO T-Top 4"or 6" Proprietary Vent manufactured from reinforced Vent GAF TPO membrane and galvanized steel. EverGuard®TPO Walkway Rolls'/s"x 30"x 50' Proprietary Standard duty TPO walkway rolls. Rolls EverGuard®TPO Inside 6"x 6"x 5'/4" Proprietary Inside corner manufactured from Corner unreinforced GAF TPO. EverGuard Extreme®TPO 6"x 6"x 51/4" Proprietary Inside corner manufactured from Inside Corner unreinforced GAF TPO designed for advanced protection against heat aging and UV degradation. EverGuard®TPO Vent Boot 1"-6"o.d. Proprietary Vent pipe boot molded from GAF 6 pcs.crtn. TPO and supplied with stainless steel clamping rings. EverGuard Extreme®TPO V-6"o.d. Proprietary Vent pipe boot molded from GAF Vent Boot 6 pcs.crtn. TPO designed for advanced protection against heat aging and UV degradation and supplied with stainless steel clamping rings. EverGuard®TPO Universal Various Proprietary Universal corners manufactured Corners from GAF TPO that are heat seamable and designed to accommodate both inside and outside corners of base and curb flashings manufactured from GAF TPO. EverGuard Extreme®TPO Various Proprietary Universal corners manufactured Universal Corners from GAF TPO that are heat seamable and designed to accommodate both inside and outside corners of base and curb flashings manufactured from GAF JPO'Miglie$fofadLaicad' pcotecApn ag`ai4stleaa agm' grand UV degra�etion! • . ... ... ... . . . ,s.,,. •: :. • 0 TOA DO: 1 11103.24 MAMMADE COUNTY •• 0Ezpii ation IN& 09/15/19 •• Approval Date: 05/14/15 ••• • . . ... • Paje 5 of 17 • • • • • • • • • • . .. .. • • • .. 0. Test Product Product Dimensions Specification Description EverGuard®TPO Expansion Various Proprietary Low profile joint cover Joint Cover manufactured from reinforced GAF TPO. EverGuard®TPO Cut Edge 1 quart squeeze tube Proprietary Clear solvent based sealant for TPO Sealant cut edges. EverGuard®TPO Drain Various Proprietary Spun aluminum drain pre-flashed with non-reinforced GAF TPO. EverGuard®TPO Seam 1 gallon Proprietary Solvent based seam cleaner. Cleaner EverGuard®TPO Standing 6" Proprietary A white butyl tape. Seam Tape EverGuards TPO Batten 10'length Proprietary Accessory applied over GAF TPO Seam Profile 1 %2"base roofing system to simulate a standing 1 %4"vertical rib seam metal roof. EverGuard®TPO Standing 10'length Proprietary Accessory applied over GAF TPO Seam Profile 1 %2"base roofing systems to simulate a 1 '/4"vertical rib standing seam metal roof. EverGuard®TPO Fluted 8" diameter nominal Proprietary Flashing for outside corners of base Corner .05"non-reinforced and curb flashing manufactured from non-reinforced GAF TPO. EverGuard Extreme®TPO 8" diameter nominal Proprietary Flashing for outside corners of base Fluted Corner .05"non-reinforced and curb flashing manufactured from non-reinforced from GAF TPO designed for advanced protection against heat aging and UV degradation. Topcoat®Membrane 1,5 or 55 gallons ASTM D6083 Acrylic,water based elastomeric membrane system designed to protect various types of roof surfaces. Topcoat®TPO Red Primer 1 gallon Proprietary Tinted primer used on TPO to improve adhesion of Topcoat® coatings. TopCoata'FireOut"°Fire 5 or 55 gallons Proprietary Low VOC,water-based fire barrier Barrier Coating coating. .. ... . . . . . .. . .. .••. . . .... 00 • . • . • .. ... .. . . . .. . ... ... ... . . 90: . . • . • • • TOA 1`�0r,13 0 03.24 MIAMERZaMa Expiration Date: 09/15/19 • Approval Date: 05/14/15 •;• ; : : •:• Page6of17 • . . . . . • . . . . •• •• 00 • •• •• ... . . . ... . . � as • APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuard'Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard7 RA Polyiso Polyisocyanurate foam insulation GAF Insulation EnergyGuard"RH Polyiso Polyisocyanurate foam insulation GAF Insulation EnergyGuard'RN Polyiso Polyisocyanurate foam insulation GAF Insulation EnergyGuard-Perlite Roof Perlite insulation board GAF Insulation DensDeck®Roof Board Gypsum board Georgia Pacific Gypsum LLC Securock®Gypsum-Fiber Roof Gypsum board United States Gypsum Board Corporation Securock®Glass-Mat Roof Board Gypsum board United States Gypsum Corporation .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... •.. •.• . . .. . . . . . . . . ••• ;• • ;PGOA NQi 15.9203.24 MIAMMDADE COUNTY Expiration Date: 09/15/19 _JA•P•• Approval Date: 05/14/15 ••• • • • • ••. • Poe7ofi7 • • • • • • • • • • • •• •• • • • •• •• APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill-Tec"'#12 Fasteners Phillips head,modified #12 x 8"max. GAF buttress thread,pinch point, length,#3 Phillips carbon steel fastener for use head in steel or wood decks.With CR-10 coating.Available with a pinch point or drill point. 2. Drill-Ted'°#14 Fasteners Truss head,self-drilling, #14 x 16"max. GAF pinch point,high thread length,#3 Phillips fastener for use in steel,wood head or concrete decks. 3. Drill-Tec"°3"Standard Galvalume®coated steel 3"Round GAF Steel Plate ' stress plate for use with approved Drill-Tec"' fasteners. 4. Drill-Tec"'3"Ribbed Round Galvalume®plated 3"Round GAF Galvalume®Plate(Flat) steel stress plate with reinforcing ribs for use with Drill-Ted'°fasteners. 5. Drill-Ted"'AccuTrac® Galvalume®steel plate with 3"square; .017" GAF Recessed Plate recess for use with Drill-Tec' thick fasteners. 6. Drill-Ted'°ASAP 3S Drill-Tec"'#12 Fastener with See components GAF Drill-Tec'3" Standard Steel Plate. 7. Annular Ring Shank Nails 12 gage,annular ring shank Nail:Min.1-1/4" Generic &Tin Caps nails with 32 gage galvanized length Miami-Dade corrosion resistant stress Tin Caps:Min. Approved plate. 1-5/8"Dia. .. ... . . . . . .• .. ... .. . . . .. . ... ... ... . . .. . . . . • . • . ••• • • :N0A Foi:158203.24 MIAMW ►DE COUNTY Expiration Date: 09/15/19 -IAPPR• Approval Date: 05/14/15 ••• • • • . ••. • Pfge8of17 • • • • • • • • • • • •• •• • • • •• •• EVIDENCE SUBMITTED: Test Agency/Identifier Name Report Date UL LLC R10689 UL 790 03/14/13 R1306 UL 790 05/22/13 Factory Mutual Research Corp. FM 4470 3B9QI.AM 01/08/98 FM 4470 3020588 03/24/04 3032811 12/11/08 3041535 06/08/11 3036980 08/14/14 IRT-ARCON TAS 114 02-005 01/18/01 TAS 114 04-025 07/13/04 Exterior Research and Design,LLC TAS 114 02762.03.05 03/20/05 TAS 114 01515.02.06 02/08/06 PRI Construction Technologies LLC ASTM D6878/TAS 131 GAF-426-02-01 01/27/14 ASTM D6878/TAS 131 GAF-423-02-01 01/27/14 ASTM D6878/TAS 131 GAF-501-02-01 01/27/14 ASTM D1970 GAF-343-02-01 04/23/12 ASTM D1970 GAF-344-02-01 04/23/12 ASTM D1970 GAF-275-02-01 11/11/10 TAS 114 GAF-435-02-08 01/29/14 TAS 114 GAF-435-02-07 01/29/14 ASTM D6083 GAF-065-02-01 07/08/05 ASTM D6083 GAF-082-02-01 06/10/10 ASTM D1289 GAF-369-02-01 10/22/12 ASTM D2178 GAF-315-02-01 08/23/11 ASTM D2178 GAF-314-02-01 08/23/11 ASTM D6083 GAF-084-02-01 05/09/06 ASTM D6083 GAF-499-02-01 03/12/14 TAS 114 GAF-369-02-04 10/23/12 ASTM 6083 GAF-276-02-01REV 01/04/11 ASTM D226 GAF-270-02-02 11/15/10 TAS 114 GAF-514-02-07 05/12/14 TAS 114 GAF-514-02-03 05/12/14 TAS 114 GAF-514-02-04 05/12/14 TAS 114 GAF-514-02-05 05/12/14 TAS 114 GAF-514-02-02 05/12/14 Trinity I ERD ASTM D4601 G121110.12.08 12/02/08 ASTM D6163 G43180.01.14-1 01/10/14 ASTM D6164 G31360.03.10 03/31/10 Momentum Technologies,Int. ASTM D6083 ..�N14A340;/26/04 . .. . . . . ... . .. ... .. . . . .. . ... ... ... . . .. . . . . . . . . • ;• :• :*N041 Tp.:K5s0203.24 MIAMMADE cO1JNTY Expiration Date: 09/15/19 Approval Date: 05/14/15 ':• : : : : •:• Page 9 of 17 . •• •• . • • .. .. ..• • . . .•• • • Membrane Type: TPO Deck Type 1I: Wood,Non-Insulated Deck Description: Min. 19/32"thick CDX plywood secured 6"o.c.with 8d ring shank nails supports spaced 24"o.c. System Type E(2): Anchor Sheet is mechanically attached to the deck. Membrane is fully adhered to the anchor sheet. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. Fire Barrier: VersaShield®Fire Resistant Roof Deck Protection or Topcoat FireOut"°Fire (Optional) Barrier Coating applied per manufacturer instructions. Anchor sheet: StormSafe7 Anchor Sheet is mechanically fastened to wood deck with Drill- Tec-3"Ribbed Galvalume Plates(Flat)and Drill-Tec-#14 Fasteners spaced 8 in.o.c.along the 4 in.wide side laps and 8 in.in two staggered rows in the field of the sheet(14-5/8"row spacing). Membrane: EverGuard®Freedom'TPO with RapidSeam'Technology is adhered to the anchor sheet with a minimum 6"side lap fully self-adhered and rolled with a weighted roller. Or EverGuard®Freedom TPO HW or EverGuard Extreme®Freedom TPO HW adhered to the anchor sheet and rolled with a weighted roller. The 3" side laps are sealed with a 1.5"wide heat weld for automatic machine welding.Weld width shall be a minimum 2"width for hand welding. Surfacing: Chosen components must be applied in accordance with manufacturer's (Optional) application instructions. Any coating listed below used as a surfacing must be listed within a current NOA. 1. EverGuard®TPO Batten Seam Profile or EverGuard®TPO Standing Seam Profile installed in accordance with manufacturer's specifications and applicable Building Codes. 2. Topcoat®Membrane applied at 1 to 1.5 gal./sq. 3. Topcoats TPO Red Primer applied at 0.5 gal./sq.prior to applying Topcoat®Membrane. Maximum Design Pressure: -67.5 psf.(See General Limitation#7) .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... ... . . ��� �• �• �NOAftq,.: 359203.24 MW ECOUNTYM Expiration Date: 09/15/19 ••• �ZQMAWA=� Approval Date: 05/14/15 •�• •:• Page 15 of 17 . .. .. . . . .. .. ... . . . ... . . WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS®Ply 4,Tri-Ply®Ply 4 and GAFGLAS®F1exPly�'6 when used as a mechanically fastened base or anchor sheet. GENERAL UmffATIONS: 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped.If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12"diameter circles,24"o.c.;or strip mopped 8"ribbons in three rows,one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6"break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 2751bf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested,are below 275 lbf.insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida Registered Engineer,Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117 and/or RAS 137.Calculations prepared, signed and sealed by a Florida registered Professional Engineer,Registered Architect,or Registered Roof Consultant(When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field,perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners). (When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) •• 60: • •• 10. All products listed herein shall have a quality assurance audit 1v accp*1a&t9 ittl t4q,Fl(Nda Building Code and Rule 61G20-3 of the Florida Administratim6code: •.: •.• ..• END OF THIS ACCEPTANCE . ... ... ... . . • • iq&Oo.• 14203.24 MIAMI•DADE COUNTY •• • Eapiratiori llate:X09/15/19 •• Approval Date: 05/14/15 ••• • • • • ••• • PaS,e17of17 • • • • • • • • • • ••• • • 0 ••• 0 0 TGFU.R14153 -Roofing Systems Page 34 of 48 Membrane:—"EverGuard@ TPO;45-mil to 60-mil or"EverGuard@ ExtremeTM TPO"50-mii to 60-mil,fully adhered with "EverGuard@#1121 Bonding Adhesive"applied at a rate of 60-fe/gal. 2.Deck.C-15/32 Incline:Unlimited Base Sheet:—One ply"VersaShield®Underlayment",mechanically fastened. Membrane:—"EverGuard@ Steep Slope TPO"45-mil to 80-mil,fully adhered with"EverGuard@ Steep Slope Bonding Adhesive"applied at a rate of 1-gal./100-ft2 or"EverGuard@ TPO"45-mil to 80-mil or"EverGuard@ ExtremeTM TPO"SO- mil to 80-mil,fully adhered with'EverGuard@#1121 Bonding Adhesive"applied at a rate of i-gal./60-ft?or "EverGuard@ TPO FB Ultra"45-mil to 80-mil or"EverGuard@ Extreme' TPO FB Ultra"50-mil to 80-mil,fully adhered with"EverGuard@ H2O Bonding Adhesive"or"EverGuard@ WB 181 Bonding Adhesive"applied at a rate of 120-ft2/gal.or "EverGuard@ Freedom""TPO"45-mll to 80-mil or"EverGuard@ Extreme'"'Freedom'TPO HW"50-mil to 80-mil,self- adhered. 3.Deck:NC Incline:1/4 Insulation(Optional):—"EnergyGuard°""or"EnergyGuard" Ultra"or"EnergyGuardTM RA"or"EnergyGuard' RN"or "EnergyGuardTM RH"or wood fiber or glass fiber or perlite,any thickness. Membrane:—"EverGuard@ TPO"45-mil to 80-mil or"EverGuard@ Extreme' TPO"50-mil to 80-mil,fully adhered with "EverGuard@ Low VOC TPO Bonding Adhesive"applied at a rate of 120-ft/gal. SINGLE SINGLE PLY MEMBRANE ROOFING SYSTEMS(TPO) Class A-Mechanically Fastened 1.Deck:NC Incline:1/2 Insulation:—"EnergyGuardT""or"Energy Guard'"'RF"or"EnergyGuardTO Ultra"or"EnergyGuard''*RA"or "EnergyGuardi09 RN"or"EnergyGuardT RH"or wood fiber or glass fiber or perlite,any thickness,mechanically fastened. Membrane:—"EverGuard@ TPO"45-mil to 80-mil or"EverGuard@ Extreme""TPO"50-mil to 80-mii,mechanically fastened. 2.Deck:NC Incline:2-1/2 Membrane:.—"EverGuard@ TPO"45-mil to 60-mll or"EverGuard@ Extreme' TPO"50-mil to 60-mil,mechanically fastened. 3.Deleted. 4.Deck:NC Incline:1/2 Insulation(Optional):—"EnergyGuardTM"or"EnergyGuard� RA"or"EnergyGuard—RF""EnergyGuard' Ultra"or "EnergyGuardTM RN"or"EnergyGuard'TM RH"or wood fiber or glass fiber or perlite,any thickness,mechanically fastened. Membrane:—"EverGuard@ TPO FB Ultra"45-mil to 80-mil or'EverGuard@ Extreme'"'TPO FB Ultra"50-mil to 80-mil, mechanically fastened. S.Deck:C-15/32 Incline:1/2 Primer:—"TOPCOAT®FireOut""Fire Barrier Coating"applied at a rate of 1-gal./100-fe. Base Sheet(Optional):—One ply Type G2,mechanically fastened. Slip Sheet(Optional):—One ply"VersaShield®IS"or"VersaShield®2S"or Atlas Roofing Corp."FR-SO"or"FR-501, mechanically fastened. Membrane:—"EverGuard@ TPO"45-mil to 80-mil or"EverGuard@ ExtremeTM TPO"50-mil to 80-mil,mechanically fastened. 6.Deck:NC Incline:1/2 Barrier Board(Optional):—Minimum 1/a-In.thick Georgia-Pacific Gypsum LLC"DensDeck®Roofboard"or"DensDeck Prime®Roofboard"or"DensDeck DuraGuardTM Roofboard"or gypsum wallboard,mechanically fastened. Slip Sheet(Optional):—One ply"VersaShleld®",mechanically fastened. Base Sheet(Optional):—One ply Type 15 or Type 30 or Type G1 or Type G2,mechanically fastened or hot mopped. Membrane. "EverGuard@ TPO"45-mil to 80-mil or"EverGuard@ ExtremeTM TPO"50-mil to 80-mil or'EverGuard@ TPO FB Ultra"45-mil to 80-mil or"EverGuard@ ExtremeTM TPO FB Ultra"50-mii to 80-mil,mechanically fastened. Surfacing:—United Solar Ovonlcs Fleld-Assembled Photovoltaic(Solar)Module Systems,"PVL-29,-31,-58,-60,-62, -64,-68,-87,-93,-116,-120,-124,-128,-136",self-adhered. 7.Deck:C-15/32 Incline:1/2 Slip Sheet:—Two plies"VersaShleld®Undedayment"or"VersaShleld®FR&WpmochaWcalljr fasten" Membrane:—"EverGuard@ TPO FB Ultra"45-mil to 80-mll or"Eve:Guard®"j*-".TPO P13 11trir 50-mil to 80-mil, mechanically fastened. • •• • • • • ••• • •• ••• •• • • • •• 8.Deck:C-15/32 Incline:1/2 Slip Sheet:—Three plies"VersaShleld@ FB-1S",mechanically fastened. Insulation:—"EnergyGuardT "or"EnergyGuardTM RF"or"Ener6)t*a%"Ultra,•0r•"AjrtyGuard i R9qr 0 "EnergyGuardTM RN"or"EnergyGuardTm RH",any thickness or any classified wood fiber board,mechanioelhofastened. Membrane:—"EverGuard@ TPO"45-mil to 80-mil or"EverGuard%Ex*pies"TPD;50-:11 td 8Q 1nll,areCanlcally fastened. •• • • • ••• • 9.Deck:C-15/32 Incline:3/4 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=T... 3/31/2015 Reil.eh Engineering Corp. C I V �' (Consulting Engineer) 2370 Southwest 123"dAvenue Miami,Florida 33175-1174 Tel:305-823-8008/305-397-6414 ENGINEER Fax:305-823-3300/305-884-8834 Website:www.reilehengineering.com August 11,2016 Decltite Roofing and Waterproofing, Inc. 16104 Kilmarnock Drive Miami Lakes,Florida 33014 Project: ROOF TILE UPLIFT TEST REPORT Residential Home 1311 Northeast 103 Street Miami,Florida Information provided by client. Permit Number:Not Provided Date Completion: August 9,2016 Roofing Contractor: Decktite Roofing and Waterproofing,Inc. Project Number: 16-0839 (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 Varea"S"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. used an bur test resuxts;we conclude that fhe" stallatxan of the roof tile at the above reference project meets the test requirement outlined mthe above mentioned protocol Attached please fin copy of our test reportfar our rvnew.31', 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 ohamad Sonny Salleh,P.E.49014 Project Manager TILE UPLWr TEST Residential Home 1311 Northeast 103 Street Miami,Florida Submittals: Cover Page Page 2 thru 6 of 6 Drawing 16-0839 Reileh Engineering Corporation—Project Number-16-0839—Page 2 of 6 Report of TILE UPLIFT TEST for Residential Home 1311 Northeast 103 Street Miami,Florida Project Number: 16-0839 r s I Teat Number Ne's't Y,oad b 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 24 35 Pass Reileh Engineering Corporation—Project Number-16-0839—Page 3 of 6 Test 1Vlimber Test Load b A Test Status 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 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 1 Pass Reileh Engineering Corporation—Project Number-16-0839—Page 4 of 6 Test.Numb"er Test Load bar;! Test Status 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass 84 35 Pass Reileh Engineering Corporation—Project Number-16-0839—Page 5 of 6 Testulmber Test Load b' g ... Test Status 85 35 Pass 86 35 Pass 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass 91 35 Pass Test 1-18 Corner, 19-27 Ridge Caps,28-48 Perimeter,49-91 Field Reileh Engineering Corporation—Project Number-16-0839—Page 6 of 6 2 46 9 4 6 4219 1 8 A5 51 55 41 80 18 41 44 45 15 40 16 r' 12 50 58 14 82 49 59 61 62 62' 48 51 63 88 6o 4z) 64 'A 86 90 81 19 N 52 53 m 29 54 52 00 91 66 61 10 85 54 68 84 69 I6 28 13 12 9 15 4 I 0 15' NLWR 0r 1 5f MMMMR 0 1100 5F O la17a CAP 1r5nocArlON FEW m 51 COUR S 90 5P COUP m 18 MPIAAMR I715MI,a- 5' L MN0M5 005 me 16'0859 f2La CAP a 9 COI2 R AICA- 3'X V AI PWX,WOF 95f LOCATIONS,MA5, MI?171MMeN510N5