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RF-17-460 NO Miami Shores Village Pe€ 1 , 10050 N.E.2nd Avenue NE '• ""�" Miami Shores,FL 33138-0000 Gla� itlQrf 'i")[e: P�rrr 3f t tus''APPRO�C .. Phone: (305)795-2204 21261'2©jq Expiration: 08/27/2017 Project Address Parcel Number Applicant 761 NE 95 Street 1132060142150 LOURDES&ERIC CRAVELLO Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell LOURDES&ERIC CRAVELLO 761 NE 95 Street MIAMI SHORES FL 33138-2514 Contractor(s) Phone Cell Phone Valuation: $ 18,200.00 T&S ROOFING SYSTEMS INC. 305/265-2654 Total Sq Feet: 2600 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF TILE Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile 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-2-17-63032 CCF $11.40 02/28/2017 Credit Card $798.40 $50.00 DBPR Fee $4.50 DCA Fee $4.50 02/22/2017 Credit Card $50.00 $0.00 Education Surcharge $3.80 Bond#:3320 Permit Fee-New Roof $300.00 Scanning Fee $9.00 Technology Fee $15.20 Total: $848.40 In con ' eratio of the issuance t m oft 's permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertai ing theret and in strict co f ty with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In acre ting this pe it I assume 4s nsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are requi ed for ELE TRICAL,PLUM I G,MEC ANICAL,WINQOWS,DOORS,ROOFING and SWIMMING POOL work. OW RS AFFI VIT: rtify t t all the f ego g i ormation is accurate and that all work will be done in compliance with all applicable laws regulating const ction zonin Fut rm e I au orize the ove-named contractor to do the work stated. February 28, 2017 uthorized Signature:O n Contractor / Agent ate Building Depart r nt C February 28,2017 1 Miami Shores Village FEB zo7' Building Department _ �, /-A�� 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 V\� Tel:(305)795-2204 Fax:(305)756-8972 .V INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2014 p r /� BUILDING Master Permit No. T11- 2"' �1—�� o PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC 4ROOFING F-1REVISION ❑ EXTENSION ®RENEWAL ❑PLUMBING � MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP �j� C� CONTRACTOR DRAWINGS JOB ADDRESS: l N V 115 City: `/�Miami Shores ``'1�1 County: Miami Dade Zip: Folio/Parcel#: �1 "X206 - I-I- 2I Jy Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: /Type:6 h Flood Zone: BFE: FFE: OWNER:Name(Flee Simple Titleholder) r�C l fav II Phone#: T96- 67 Address: �� 1 NI �S Sfi City: kn m i State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Phone#: Address: h ' N W City: State: : Zip: Qualifier Name: X) Phone#: State Certification or Registration#: CCC v '� J2 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 1 1 o Square/Linear Footage of Work: -7-600 Type of Work: ❑ Addition /❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 2Q Specify color of color thru tile: Tc y c Cc fq Submittal Fee$E;0 fDdl ,✓q r Permit Fee$ Jy CCF$ U/•C4® CO/CC$ `-1• Scanning Fee$ � Radon Fee$ 6/ • DBPR$S� s c-)—Notary$ Technology Fee$ Training/Education Fee$ 8 Double Fee$ Structural Reviews$ Bond$ 50o TOTAL FEE NOW DUE$ �-•� $ • UC)• (Revised02/24/2014) a y® . 1 . 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,TANKS,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 approved and a reinspection fee will be charged. Signature Signature OWNER o AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument wa acknowledged before me this —7,Zday of 20by 2 Z day of 20 by who is personally known to ' f� who is personally known to me or who has produced as me or who has produced as identification and who tgD,oat . entification and wh ;•�o ''•;'•, DANIEL PEREZ ������� N PU LI °��`Y""a�'., DANIE:# GG EZ °' Notary Public-State of Florida OT PUBLI +9 �° Notary Public e of Florida Commission#GG 044768 �Q Commission 044769 My Comm.Expires Nov 3,2020 My „„R, =Kpnv 3,2020 ign. ig P in . Pri Sea. Seal: APPROVED BY 23A� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) cotta' 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. Ron. ing wood decks:When replacing roofing,the existing wood roof deck may have to Oniled 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 ca 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. Overflow scuppers(wall outlets):It is required that rainwater flows off so that the roof is gnrlo—aded from a buildup of water.Perimeter/edge wall or other roof extension may block this disc arge if overflow scuppers(wall outlets)are not provided. It may be necessary to install ove jQV. upp s ig apcordance with the requirements of Sections R4402 4403 and R4413.• •• ••• ••• • .. . 46 6 64 9496:6 666464 0 nts rg ture Date ntractor Signature 9999 9 94 9999. 9999... .. 9999. t7 9 6 9999 . .. 9999.. 6 Property Xddrei Permit Number :":': ' 00 . 9 . . 464664 9999.. . 9999.. Revised on 7/9/2009 LD;07I01/2015; .. 696 t f Miami shores Vaillage ..`t" Building Department �.: .� 10050 N.E.2nd Avenue R�°p► 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 2^d Ave Miami Shores, FI 33138 Re: Owner's Name:Al',, C fc,\W''0 Property Address: 16 Roofing Permit Number: Dear Building Official: I if r k C � �� P certify that I am net required to retrofit the roof to wall connections of my building because: ❑The just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attc'>Cllproof of ad ..• --0- 0000:9 valorem taxation. 00 0 •• • . . o The b it g was constructed in compliance with the provisions of the Florida Building Code(�F CF or with the provisions 090 ••0 :0000: of edit n the th Florida Building Code(1994 SFBC) •••• •• 0 • 0000 . .. 0000. . . 0000.. .. . 0000. . . 00 0 00 Print Name Signature i •••••• 9 0000.. . . 0000.. 00 . ... State of Florida ••• County of Dade The undersigned, being the first duly sworn,deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this tla of �, o�""I ,, DANIEL PEREZ Notary Public-State of Florida i ' •a;S Commission 4'GG 044769 Notary Public, Sate of Florida at Larg f/ My Comm.Expires Nov Florida3,2020 • When the just valuation of the structure for putpOse of ad valorem taxation Is qual to or more /n 00,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building applfca\tion from a Genera(Contract for the Roof to all nnec0on Hurricane Mitigation. Revised on 5121/2009 2/21/20171 :Prdp9i1y S.Wph Application-Miami-Dade Countyor Summary Report Generated On:2/21/2017 Property Information Folio: 11-3206-014-2150 '+ � s � ` a qg •' �~ 'Property Address 761 NE 95 ST Miami Shores,FL 33138-2514 = c�4; Owner LOURDES CRAVELLO&H ERIC Mailing Address 761 NE 95 STS MIAMI SHORES,FL 33138-2514 Primary Zone 1000 SGL FAMILY-2101-2300 SQ a ,fit ' '- 0101 RESIDENTIAL-SINGLE at Primary Land Use : FAMILY:1 UNIT Beds/Baths/Half 2/1/0 Floors Living Units 1 �� R s Actual Area 2,228 Sq.Ft r. �*� e Living Area 1,790 Sq.Ft "I r 01 q Adjusted Area 2,032 Sq.Ft Lot Size 10,725 Sq.Ft Taxable Value Information Year Bu lit 1947 2016 2015 2014 County Assessment Information Exemption Value 1 $50,000 $50,000 $50,000 Year 2016 2015 2014 Taxable Value 1 $128,380 $127,141 1 $125,736 Land Value $278,888 $257,015 $182,020 School Board Building Value $151,576 $152,356 $149,177 Exemption Value $25,000 $25,000 $25,000 XF Value $25,808 $16,958 $17,179 Taxable Value $153,3801 .$W,141 $150,736 Market Value $456,272 $426,329 $348,376 City •••• ; •• • •• Assessed Value $178,380 $177,141 $175,736 Exemption Value �66��069 •$5®,600 ••44800 Taxable Value $•1�2$�3$a $12'x,141 :.%25,236Benefits Information Regional �•••�• i •••* •oeoe Benefit Type 2016 2015 2014 Exemption Value -*@,a! •X50,600 ••;6 ,000 Save Our Homes Assessment 1�L8�3�0 •$12�,�41 • �1�Aa,136 Cap Reduction $277,892 $249,188 $172,640 Taxable Value Homestead Exemption $25,000 $25,000 $25,000 Sales Information •••••• • Second Homestead Exemption 1 $25,0001 $25,0001 $25,000 Previous Sale Price OR Bddk-Pdge Uttific$tion D@6criptioh Note:Not all benefits are appricable to all Taxable Values(i.e.County,School 04/01/1995 $146,000 16750-0092 Sales which are qualified Board,City,Regional). 07/01/1988 $73,000 13770-458 Sales which are qualified Short Legal Description 5-6 53 42 MIAMI SHORES SEC 3 PB 10-37 LOT 15&W1/2 OF LOT 16 BLK 68 LOT SIZE 75.000 X 143 OR 16750-0092 04951 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Mami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimerasp Version: 1� 4O ROOF ASSEMBLIES AND ROOFTOP STRUCTURES oda Building Code 5th Edition(2014) - R2 �, P ` ��> `�� FEB 2 2 2017 0� igAltcity Hurricane Zone Uniform Permit Application Fo Section A(General Information) Master Permit No. Process No. Contractors Nam.--:/44 � L Job Address ® w F �9 a ROOF CATEGORY ta7 c; w ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesiv Set o ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingle he �; < ❑ Prescriptive BUR-RAS 150 �' m u ROOF TYPE 6 '4 rc ❑ New roof ❑ Repair ❑ Maintenance Reroofing ❑ `R6e v rin ,- �j(' ROOF SYSTEM INFORMATION '^ ` U Low Slope Roof Area(SF) J� Steep Sloped Roof AREA SSF 66 o 0 p J / { ) Total(SF 1 I w o = i w Section B(Roof Plan) - o n Sketch Roof Plan:Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and overflow drains. - ") Cl) sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. II Good 0 Go .. •O• o 00 O•0 ed •lit..• oo . . o .�.... .�...e . .4 ego o 17— o a v 0 a FLORIDA BUILDING CODE—BUILDING,6th EDITION(2014) 15.37 p t ' [ " Copyright to,or licensed by,[CC(ALL RIGHTS RESERVED);a=sed by EUc=r Palaclo on Jun 8.201510:32:12 AM pursuant to License Agreement.No further reproductions authorized. <Z�)t.EAGLEVIEW' Premium Report TECHNOLOGIES August 12,2016 Claim: Ricky Libutti 761 NE 95th St, Miami Shores, FL 33138-2514 Report: 15426382 LENGTH DIAGRAM Total Line Lengths: Valleys=53 ft Flashing=2 ft Ridges= 106 ft Rakes= 147 ft Step flashing=21 ft Hips= 11 ft Eaves= 177 ft Parapets=0 It 15 15 11 s`y A 19 11 - � 1 - N O 0000 33 • • • • c •••♦ 0000+• �p • • w • 15 7 • • • • • 0000 • •• 0++000 • 41 •I'•+•• • • • w 0000•+ o • • • • • ••+• • •• 0000• 33 12 13 14 000+0 •+• • •+•+• • • • • •• •• • •• 00+00• • +� 0000•• • • • • • • 0000•• 0000•• • • • 0000•• •• ••• • • • • N s W Note:This diagram contains segment lengths(rounded to the nearest whole number)over 5 feet.In some cases,segment labels have been removed for readability. Plus signs preface some numbers to avoid confusion when rotated(e.g. +6 and+9). This document Is provided underUca se by Ea Wiew TechmWei to the requstor for their internal Use Only subject to the ins and conditions previousy agreed to by the requestor when they registered for use of EagWfew Technologies Services.U retains the property of EagWiew Tedvrologtes and may be reproduced arnd distributed onty within the requstor's campary.Ary reproduction or distribution to anyone outside of the requstofs company without EagleView's prior written permission is strictly prohibited.A0 aspects and handling of this report are subject to the Terms and Conditions pmvbrsly agreed to by the requstor. Copyright @2008-2016 Ea&VLw Technofogles,Ltc.—A8 Rights Resented—Covered by US.patent Nos.8,078,436;8,145,578;8,170,840;8,209,152;8,515,M.Other patents pending. PAGE 4 Miami-Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer: SANTA FE TILE CORP Notice of Acceptance Number(NOA): 115-0915.09 Minimum Design Wind Pressures,If Applicable(from RAS 127 or Calculations): P 1: 39.1 -` P 2• X68.1 P 3; 100.7 Maximum Design Wind Pressures,(From the NOA Specific system): X61.9 psf Fill in the specific roof assembly components.If a component is not required,insert not applicable(nla)in the text box. —5/8" Plywood— (11W , Deck Type: Optional Insulation: Optional Nailable Substrate: m. Optional Nailable Substrate Attachment: Roof Slope: '712" Roof Mean Height:F.5_...•.,_ ft. Basesheet Type: ••• Method of Tile Attachment: 17T30ASTM TYPE II, .0. ***a ••••;• [-Adhesive, Medium Paddy Polyfoam Polypro- 0 @woos*• Fastener Type for Baft%tim4Attach mepit: • .'AhID ��•i•• Alternate1 1/4 RS NAILS.6". -_..... ..12• U.. .. .�.- • Tile Underlayment(Cil S V::t)Type: •• • BORAL TILE SEAL• ••• 0• Drip Edge Size&Gauge: —3"face 26 ga.— '�• • .. • ••• • • Tile Underlayment.Attachment Method 6.: Drip Edge Material Type: —Galvinized Metal-- ELF ADHERED Drip Edge Fastener Type: 1 1/4 RS NAILS Tile Profile: SPANISH Hook StriplCleat gauge or weight: --Select Hook Strip— 6 G1l• l_ i i Miami-Bade County l'VHZ Electronic Roof Permit Forma "Delivering Excellence Every Day" Section E(File Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile 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 XX .297 = 1 -Mg: 5.82 =Mr1: 5.79 < 61.9 NOA Mf P 2: 68.1- X X .297 = 0.22 _Mg: 5.82 ' =Mr2: 14.40 < 61.9 NOA Mf P 3: `100.7 X X .297 = 9.90 _Mg; 5.82 ! =Mr3: 24.085 61.9 : NOA Mf Method 3"Uplift Based Tile Calculations Per RAS 127" or Uplift based tile systems use Method 3.Compare the values for F'with the values for Fr.if the F values are greater than or equal to the Fr values,for each area of the roof,then the the attachment method is acceptable. :1: x1: =�xw: = -W: =� xcos 6: =Fr1: 5NOA F' :12: x1:�=�xw:�= -W:�= xCos 0:Ej=Fr2:�S NOAF 03: x1:�= XW:�= _W:�= xCos 6:El=Fr3:�5�NOA P Where to Obtain lnforrnation to complete the calculations . . ••s• ...... Where to Find :`• `w `• • 0000•• Description fl Symbol 000000 • •� Design Pressure p P1 or P2 or P3 Table 1 RAS 127,or by an engineer analysis prepared*signed.and seated by�a profe'ssionaP — q11 • •• • •• ••••w engineer based on ASCE 7. • • Amami • • • • • s• Job Site •• •e • •• assess Mean Roof Height H � Roof Slope 6 Job Site ; '' Aerodynamic Multiplier 1% Product Approval(NOR � ��a a �•••• Restoring Moment due to Gravity Mg Product Approval(NOA) Attachment Resistance Mf Product Approval(NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval(NOA) Required Uplift Resistance Fr Calculated — Average Tile Weight W Product Approval(NOA) Approval I=length Product A Tile Dimensions Pp (NOA ) w=width � � ! MIAMI-BADE COI.NT17 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES WR) 11805 SW 26 Street,Room 208 BOARD AND COBE ADMIMSTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE ®IF'ACCEPTANCE (NOA)! ivNYw.m1amidade.gov/econom-- Tile Corporation 8825 NW 951 Street Medley,FL 331195 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: Santafe Spanish`S' Clay Roof Tile •••••• . . .... ...... LABELING:Each unit shall bear a permanent label with the manufacturer's name or logq 4* W. state gnd-JNlowinA•::• statement: "Miami-Dade County Product Control Approved",unless otherwise noted hero•...- ...... .... .. . RENEWAL of this NOA shall be considered after a renewal application has been filed ang'thtre has beeftto charrgq••• ...... .. . ..... in the applicable building code negatively affecting the performance of this product. :•• 0• ••0• 0060:6 TERMINATION of this NOA will occur after the expiration date or if there has been a sevlio:i or change in the ...,;• materials,use,and/or manufacture of the product or process.Misuse of this NOA as an e4dorsttuent any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failur8 to cbmplyVft 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 renews NOA No. 12-0210.01 and consists of pages 1 through 5. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.:15-0915.09 twJAM1-DADECounrrY '- ' Expiration Date: 02/01/21 �. -- Approval Date: 01/21/16 Page 1 of 5 ROOFING ASSEMBLY Al PROVAIL Category: Roofing Sub-Category: Roofing Tiles Material: Clay Deck Type. Wood 11. SCONE This approves a roofing system using Santa Fe"Santafe`S"Clay Roof Tile,as manufactured by Ladrillera Santafe S.A.in Bogota,Colombia and distributed by Santafe Tile Corporation as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements,as determined by applicable Building Code,do 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. 2e PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Santafe`S' Clay Roof L=18" TAS 112 One piece high profile clay roof tile equipped with Tile W= 11.1" Type I two nail holes. For nail-on,mortar set and adhesive Thickness=0.39" Grade 1 set applications. Trim.Pieces 1=varies TAS 112 Accessory trim,clay roof pieces for use at hips, w=varies rakes,ridges and valley terminations. Manufactured varying thickness for each tile profile. 2.1 AUNUFACTURING ILOCATION go. .... go**:* 1. Bogota, Colombia • ...... . .. ...... ...... . 2.2 S'UmI`g"I'lED EVIDENCE •••• •• • .... . .. ..... Test Agency Test Identifier .Test Namel�aia�nr� ... .Date ..;..' The Center for Applied Engineering,Inc. 94-156-8 TAS 1d o o:0• 'ug. 199'x' • 94-156-9 TAS 102 000000 '•• • The Center for Applied Engineering,Inc. 25-7205-1 TAS 101�.•o March 19��5... The Center for Applied Engineering,Inc. Project:07-07-00-91 TAS 100 Sept. 1994 (307023) Redland Technologies 7161-03 TAS 108 Dec. 1991 Appendix II (Nail-On) Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) Redland Technologies P 0402 Withdrawal Resistance Sept. 1993 Testing of Screw vs smooth shank nails Redland Technologies P 0647-01 TAS 108 Aug. 1994 (Mortar Set) NOA No.:15-0915-09 ( M�JAWDADECQUNTY Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 2 of 5 2.2 SuBliTmD EVIDENCE Test Agency Test Identifier Test Name/Repart Date Redland Technologies P 0631-01 PA 108 July. 1994 (Mortar Set) Celotex Corporation Testing Services 520305-01 thru 05 PA 102 June 1999 IBA Consultants,Inc. 2353-4 Restoring Moment Aug. 1999 PRI Asphalt Technologies,Inc. SFTC-003-02-01 TAS 101 12/06/02 IBA Consultants,Inc. 2353-70 TAS 101 09/22/03 IBA Consultants,Inc. 2353-71 TAS 101 09/22/03 TBA Consultants,Inc. 2353-93 ASTM C 1167 07/18/05 American Test Lab of South Florida RT0624.01-15 ASTM C1167-03 07/01/15 3. IL=ATI Ns 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix W. Such testing shall be submitted to the Miami Dade County 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 sloe•unless stated . . Geo Goes.. otherwise by the underlayment material manufacturers published literature. •so• ; •o • •• 3.6 This acceptance is for wood deck applications. Minimum deck requirements ckak-be in Ioiiipl3ance with:. applicable building code. 000:00 • 3.7 May be installed on slopes 7:12 and greater. e•e • 4. E1STALLATf®N •• •• •• ...... 4.1 Santafe 'S' and its components shall be installed in strict compliance with$ooflnj App4cati9n Stand;r4: RAS 118,RAS 119 and RAS 120. """ 4.2 Data For Attachment Calculations •• ••• • e so NOA No.:15-0915.09 Mu i•n�aDo cou�n Expiration Date: 02/01/21 Apps oval Date: 01/21/16 Page 3 of 5 Table 1: Average Weight(W) and Dimensions (l x w) File Profile Weight=W(lbf) length-1 (ft) Width-w (ofi) Santafe'S' 6.7 1 1.5 0.958 Table 2: Aerodynamic Multipliers—X(W) Tile 7.(ft ) 2.(ft3) Profile Batten Application Direct Deck Santafe'S' 0.274 0.297 Table 3: Restoring Moments due to Gravity o Mg(ft-lbf) Tile 2":12" Y:12" 4":12°° 5":12" 6":12" 7":12°°or Profile greater Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck Deck Santafe'S' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 1 5.53 1 5.32 5.29 5.03 5.00 Table 4: Attachment Resistance Expressed as a Moment o Mf(ft-lbf) for Nail-On Systems File Profile Fastener Type Direct Deck Battens Santafe'S' 2-10d Ring Shank Nails 21.8 NIA One#8 Screw 29.161,2 NIA Two#8 Screws 38.281 N/A One#8 Screw w/Clip 57.3112 N/A Two#8 Screws wl Clip 57.601 1.771 1. Approved screws as noted'Product manufactured by others'. 2. When using one screw It must be installed in the inside hole located nearest to the hump of th9 jV. : Table 5: Attachment Resistance Expressed as a Moment for Two Patty Adhesive Set Systems •...� s.0 . • Tile Profile Tile Application Minimum rnenj 9Istanc'd:". Santafe'S' Tile Bond ..'.3�'8q.93 • Pol oam Polypro AH 160Tm .....C.J.54 • 2 See manufactures component approval for installation requirements. • 3 Flexible Product, Inc.Average weight per patty 10.4 grams. :•0000 4 Polyfoam Product, Inc.Average weight per patty 9.4 grams. •• '••" • Table 5A: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Santafe'S' Polyfoam Polypro AH 160Tm 63.85 Polyfoam Polypro AH 160TM 61.96 5 Paddy placement of 63 grams of Polypro AH 160TM. 6 Paddy placement of 24 grams of Polypro AH 160Tm. T able 6: Attachment Resistance Expressed as a Moment -Mf(ft-lbf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Aftachrnent Resistance Santafe'S' Mortar Set 23.6 - NOA No.:15-0915.09 wl lwi dAoecoutvry Expiratioxi Date: 02/01/21 Approval Date: 01/21/16 Wager,of 5 5. ILAIE]Eg,1NG 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami-Dade County Product Control Approved". IMTQ RC TM MAMA M CSG[ MMNA LABEL FOR SANTA FE tSPAmsH'IS"CLAY ROOF .LL i L E 6. B W iLDi `14 PluJL61VJ JL A RQummF V 8 s 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 the Building Oficial or applicable building code in order to properly evaluate the installation of this system. I1DRo FrL E DRAwiNG When using one screw use this hole. O �foo O9999 . . 0900 90.0.0 90 . 09 00 .. 99990. 9999.. .999 9999.. 9999 . 9999.. . . . 9999 . .. 9999.. • • . 9 0 9999.. 9 9999.. . 9 999999 seeII IInU°A • 9 "SANTAF + S°9 CLAY ROOF Tim— END imLINO OFF IMS ACCEPTANCE NOA No.:15-0915.09 CCMIATMI-DADE COUNT Y Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 5 of 5 MIAbff-DA1DE COUNTY i sf t9 4E PRODUCT CONTROL SECTION i:•:'i_. 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NAA) wivw.ania►nielade.izov/econoniv )CCP Adhesives and Sealants,Inc. 12505 NW 441 Street Coral Springs,FL.33065 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(AIM. 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 revolve 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:ICP Adhesives Polyset®AH-160 sees . . sees sees.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or 4• -, cfty, sta;oaered following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein.,;•• •• see*:* sees.. sees.. (RENEWAL of this NOA shall be considered after a renewal application has been filedaWtliere hal'% cen no chtnges in the applicable building code negatively affecting the performance of this product. 0100000 e e s Osseo • ..a.. .. ... sees.. TERMINATION of this NOA will occur after the expiration date or if there has been-avewision or change in thg� materials,use,and/or manufacture of the product or process.Misuse of this NOA as an eiidorsei ent o f a";�roduc4,•f+cxs• sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply w1th any sectioug.: ••• • this NOA shall be cause for termination and removal of NOA. '• ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 14-0805.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. rg le NOA_No.:16-0315.01 GMI�AMPDADE�CQUNTY '" Expiration Date: 05/10/17 Approval Date:04/07/16 Page 1 of 11 . r ROOFING C®1CYJ1.®1VIL1N i APPROVAL. . Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE nc This approves ICP Adhesives Polyset®AH-160 as manufacturedeSy1CP Adhesives requirements, d determined by applicable d in this Notice of Acceptance.For the locations where thedesign pressure building code,do not exceed the design pressure values obtained by calculations in compliance of file systemwith using ICP Application Standard RAS 127. For use with approved flat,low,and high profile Adhesives Polyset®AH-160. PRODUCTS MANUFACTURED FV APPLICANT: ]_Product ICDhnensions Test Produact Descriptia�n Specificati®ns Two component polyurethane foam adhesive ICP Adhesives N/A TAS 101 1PolyseeAH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 Dispensing Equipment ICP Adhesives ProPaeO N/A 30&100 PRODUCTS MANUFACTURED By OTHERS e ' Bich lisp a'{fachmen�'••�• Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current TdQ�t vJ •• • • resistance values with the use of ICP Adhesives Polyset®AH-160 roof file adhesive. + : •° *004:0 MANUFACTURING LOCATION: •••• •• •�••• ...... .. . ..... 1. Tomball,TX. •••••� •••� •••••• PHYSICAL PROPERTIES e •••••• Test I_e'&ulfi.�'Y :....: Pro a .. ... Y ASTM D 1622 1.6 lbs./ft s •• Density ASTM D 1621 18 PSJ Parallel to rise Compressive Strength 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 ASTM D 2126 +0.07%Vohune Change @-40°F.,2 weeks Dimensional Stability +6.0%Volume Change @1580F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2.856 86% Note: The physical properties lasted above are presented as ypim]aavarage values s as d ternnined by accepted.ASTM[test methods and are subject to norm N®A No.:16-0315-01 �mJAMI�-DADECOUNTY ]EapiratlonDate: 05/10/17 Approval Date:04/07/16 Page 2 of 11 EVIDENCE SI)BMI7I'TIEIDa Date 7Ceat A�e�ncy 'Kest identifierTest lYa�ne%l�e�®rt #94-060 TAS 101 04/08/94 Center for Applied Engineering TAS 101 12/16196 257818-1PA 10/25/95 25-7438-3 SSTD 11-93 25-7438-4 11/02/95 25-7438-7 SSTD 11-93 12/12/95 25-7492 SSTD 11-93 Miles Laboratories NB-589-631 ASTM D 1623 02/01!94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 ASTM E 108 11/16/94 O1-6739-0662b2b[1] Southwest Research Institute 01-6743ASTM E 84 01/16/95 TAS 114 03/14/96 Trinity Engineering 7050.02.96-1 04/18/12 P36700.04.12 ASTM D 1623 02/21/12 P39740.02.12 TAS 101 TAS 123 528454-2-1 TAS 101 10/23/98 Celotex Corp.Testing Services 528454-9-1 528454-10-1 TAS 101 =, /98 520109-1 520109-2 520109-3 ••••.. .. 520109-6 520109-7 •00`a�/99 • 520191-1 TAS 101 •••• ••.•. 520109-2-1 • • • • . ''••• .. .. . .. ...... LIMITATIONS'. '••• ••••• .. . •.• , s..... ll.. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile As'semb'ly for fere r: .g• &high tile profiles. .. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat,low, high ti Standard RAS 120. 3. Minimum underlayment shall be in compliance with the Roofing App 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset®AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.:16-0315.01 Expiration Jute: 05/10/17 MA� �COUNTY Approval Date:04/07/16 Page 3 of 11 IINST'A]L><,AT ION 1. ICP Adhesives Polyset®AH-160 may b used with any roof tile assembly ICP Adhesives Polyset®AH-160 having a current NOA that lists attachment resistance values e 2. ICP Adhesives Polyset®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 ICP Adhesives Polyset®AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value 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. ICP Adhesives Polyset®AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and ICP Adhesives and Sealants,Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by ICP Adhesives and Sealants,Inc.ICP Adhesives and Sealants,Inc.shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives 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). 6. ICP Adhesives Polyset®AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPack®30&100 dispensing equipment only. 7. ICP Adhesives Polyset®AH-160 shall not be exposed permanently to sunlight. g. Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset®AH-160 has been dispensed. 9. ICP Adhesives Polyset®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. sees • •0964.. •9s64s• • •• 064646464• • • s 99 of • •• • •9.964• • • e • • • 99.9.64 ••64.64• • 64 • s sees NOA No.:16-0315-01 �1000fflci�O�UNTY ]Expiration Date: 05/10/17 Approval Date:04/07/16 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile I�I[iniun Paddy Contact IV117uean Paddy dram Tile Profile Placement Detail Area Weight ]Save Course-Flat,Low,High All IEave Course 17-23 sq.inches 45-65 Profiles 45-65 #1 17-23 sq.inches Flat,Low,High Profiles 30 F1atProfile 42 10-12 sq. inches #2 12-14 sq. inches 30 Low Profile 30 High Profile 42 17-19 sq. inches #3 Two Paddys: 8-9 sq.inches at 12 grams per paddy Flat,Low,High Profiles head of tile 9-11 sq.inches at overlap Two Piece 2 Beads(1 each longitudinal 17 grams perbead Two-Piece Barrel(Cap Tile) edge)20-25 sq.inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq.in 34 grams under pan lLAB1ELWGa All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami Dade County Product Control Approved" or the Niiami- Dade County Product Control Seal as shown below. .... MIA IQADECOUNTY • • •••• •••••• •• • •• • - • • • • WELDING P EP.MIT REQUIREMENTS: •••:•• • •••• • •• ••••• As required by the Building Official or applicable building code in order to properly evaluafeftinstal�attipifQf this• • ...... ... . •.•.•• ..... System. - ..- . ....•. . .• • • . . . . . .....• . • . . • NOA No.:1.6-6315.04 COUNTY (Expiration Aute: 05/40/49 twuat�l•DADE ., Approval Date:04/07/46 Page 5 of 11 ADHESI[V]E PLACEMENT ENT ID ETARL#ll +,ti2tt•,r311tj1b(fl5;tti;.••ce�nre,t• !?a��lyi�-�s,�a:l:;.:�:+ Flat/Low Frofile Tfie ;I��Ys�rP�quiPa�p :- ••:., .�' '; 1 1. Staring at the eave course,apply arninimum2" fx rdvrulyIn p �:-�, (50.8 mm)x 10"(254 nun)x 1"(25.4 mm)foam ' add onto the underlayment positioned as shown, paddy rib closest to the overlock under the strengthening of the tile being set. e approximately 17 2. Continue in same manner.InSUr pp . )—23 (148.4 )square inch adhesive r'' (109.7 cm2 cm2 Y., the tile. contact with the underside of ,,•�ti'?'Z'' =�-`;_ 14eti�. ,dry- -....�.�rr`.-c%: •a''s 'fbsri9 Medium Fr mile/ Double Pan File Naili��irnagh:rtastr�{Fina_r+i a minimum 2" �zhenr+rs+ared+ 1. Starting at the eave course,apply --_,Nd:t 1t�„nflil,rloi (50.8 mm)x 10"(254 mm)x 1" (25.4 mm)foam. ,rEh�•,: rf�rtmrlagi,:•rnE•Vii' •',•�:�+`_• -"'- I paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the tile being r..., -t.,, �, �,,. —=�-��.•_ ' -•�., overlock of theg set. 9 rG"�\+i L w.� i j ,,, •_•tom•'w,�_ 'w- ': �-"L' '': , :':F _;& si:i+1i5n.YJYil�'+a_ v +; .. :.,. `'•-=-_ -•;:---,;I; roxim ately 17 2. Continue in same manner.Insure app 2)square inch adhesive (109.7 cm2)—23 (148.4 cm q .? 5�1•�iirrfial y° 4-`"••w *"''•`� ` `.-. f`:_t`-:.": th the underside of the tler contact with ••• 1�'n"�>•'' • • 0000 0000•• •0049• Fascia- COU f 512 �:: • • • • • 0909 • 90 •04.0 • Wail eHJnNr� fls81c z ,Rl�I -•., High]Profile/Single)Pan'lfle� �•• •0 *0:0• P Gdc1,t�{ vns3elpTil�{ 9 0 •• s •• **0000 r 1. Starting at the eave course,apply a mfmmum 2 • �,.-��'•� -' • mol x 1"(As.4;i )foam'... ina,.l.,;mL . •:, ., (50.8 mm)x 10"(254 m paddy onto the unde&y lieat posWAned•as shop m-• ,,�`;' `` under the pan portion of the tile closeStb the :sr f overlock of the file being set. if - `` 2. Continue in same manner.insure approximately 17 (109.7 cm2)—23(148.4 cm2)square inch adhesive Opp nal contact with the underside of the tile. �' '�aa�C{.apse~- ���:• F>; r,,, .. r- �as�,. ';:%� _ .psi`'• '•''s q,'8ewplt�+Pc •'•scr -..� '--•_' ..rte r [�3 u•C{n5,}?r NOA.No.:16-0315-01 Expiration Date: 05/10/17 MIAMI-DADECOUN Y Approval Date:04/07/16 ..., ° page 6 of 11 A.ICDH Esiv E PLACEMENT Elam'DETAIL#� :til i nraagls j ls�9it cHmGn"• pe IAit Flat/Low Profile Tfie s t nrequirad" d y`,.�.° `� ~ ' 1. Starting at the cave course apply a minimum 2"(50.8 -" mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy E ..., onto the underlayment positioned as shown under the rib of the file closest to the overlock of strengthening a :. atel Z >•�;� :t�:���i n,` '~-~ - _ the file being set.Insure approximately 17 (109.7�) �'°� :r ��' "�• —23 (148.4 cmZ)square inch adhesive contact with the •..�`� _,.,�; underside of the tile. "' `'�• = ''-' ' 2. At the second course,appy 1 a minimum 2" (50.8mm) ., � ,•'•• ..•��.='.�•'' paddy onto the x 7"(177.8 mm)x 1"(25.4 mm.)foam Fassla 2 in -' underlayment positioned as shown.under the �,. '. strengthening rib closest to the overlock of the file being set. 3. Continue in same manner.Insure approximately 10" (64.5 cmZ)- 12(77.4 cm2)square inch adhesive contact with the underside of the tile. Medium Profale/Double Pan Tile W1111hr-mvhp'ia Wit,r_r-11RR•1 imfienrequiredia minimum 2" 50.8 N% r''' --paddy-10neallAlte:t 1. Starting at the cave course!apply ,�--, •- ;�=� mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy Uradmrtn�inwnB r_ i ~'� ! onto the underlayment positioned as shown under the thp pan portion of the tile closest to the oTQdQrk of _r- sw _ ,{=�:t4�.• _ the being set.Insure app'ro)iimately 17.(1(8.7 cmZ) .• ive;61ael with tho.:. 23 (148.4 cmz)square in ch qlbes underside of the tile. •••••• CrtienswlRisanai �`<t .. ~. `� r'3s"v:f"` • • • • • ~ °r 2. At the second course,a •• 000 •. .• x 7"(177.8 mm)x 1"(250,0 foar:VVOY onto. e* ��` '''`: >_��� : r•: underlayment positione&sashawn under:the pan .' portion of the tile closestto t*h�overlcyck o€the the•••:• IFnbe i'csitH�-- �r t; d tai being set. 000 0 00 • • 3. Continue in same manner.Insure approximately 12" (77.4 cm2)-14(90.3 cmZ)square inch adhesive contact with the underside of the tile. (Instructions continued on nextpage) N®A No.:16-0315.01 GMI�AMIQADEExpi ration lDate: 05/10/17 ApprovalDate:04107/16 Page 7 of 11 ADHESW E p LAC]El ENT DFTAM#2 (C®N TUMED) NOa�ISM-All-IT11�? High lin®fafle/Single Pan Tile „ 50.8 _ ! 1. Starting at the eave course,apply a minimum 2 G,J'SIt�711'it�F7tIS ;"`�--�`� L"�•-,.! mm)x 10"(254 mm)x 1"(25.4 mm.)foam paddy �•�.�::;:�.•••.•_"`'I"•'•-:_:�-� ,�t onto the underlayment positioned as shown under the est to the overlock of the pan portion of the file closest the being set.Insure approximately 17 (109.7 cm2)— '�'��--� ` -::_,�t ..,�;��,,��--.mss `"•,,. pp contact with the 23 (148.4 cm2)square inch adhesive underside of the tile. �k9.7ECtla t'dIL1�3h3I '`a.,.,'-•'•• �' ` - "• ?r�.•:`�-P=� apply a minimum 2"(50.8mm) ,`"'-f. ;r r 2. At the second course, - F' �, x 1"(2 )foam paddy onto the �•;,,' • x 7 177.8 mm 4- =` lain C.VI T_ �,„.:�- - e pan y ,; �;” ;,� .h.= "�e �a positioned as shown under th :.,; t`"..-- °••�� �; 'b�espl/c�a underlayment portion of the tile closest to the overlock of the tile I���e••ti �I .�l it S a` �� ' � L�i�L i lis• , ', . �rtt� a` being set. 3. Continue in same manner.Insure a pprr approximately 17" (109.7 cm)-19(122.6cm)squ contact with the underside of the tile. sees s • ••09 •000:0 • • • • •. 9 0 • •:00000 • •• •000% • •:000:• • • • • • •e•• • •• sees• 09.00• •• • •e••• • • • • • sees•• sees•: ISI®A.No.:16-0315-01 Mt�wi ntin�counrnr (Expiration Date: 05/10/17 • Approval Date:04/07/16 Page 8 of 11 A DHEsry E pLAOEmENT DETAIL#3 iEttroa�g]�,lascieerse paddy t,6?thaeen2i'ces] 1 On the cave course only,apply a minimum 2 50.8 ��G1e�e � si '- `�•�, mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy tion3ll`a��+ P Faa�a jd��r�der�ila_y onto the underlayment positioned as shown,under sattenso '� �' sengteddy ti` I4 the strengthening rib for flat tile or under the pan portion of the tile for low or high profile the closest �,.-': ti�-•�..,�`-•.,,� �� ��'(,� `�-•_,.-,1�I to the Overlock of the file being set.Leave r. a s tn, '�`= � ' w, ,� approximately 4 (10 1.6 mm)up from the eave � .' san a add` ,' -�, pp �J �rn'I?.'r ` �'"�•. _ t__-,r,`� ;y edge free of foam to prevent the expanded adhesive sate�aday from blocking the weep holes. Insure approximately 17-23 in2(109.7-148.4 cm2)of X . ell � adhesive contact with the underside of the tile 1t111§:'t•.�•;'. ? -.• ~'1• f''r''`''�� "'""�aSCl3 tom;,: '.��..�.., .,�'•��`"`.,�°'' 2. Apply a 4" (101.6 mm)x 4"(101.6 mm)x 1 25.4 mm)foam paddy onto the underlayment just below �6�tFEes�Profile a 0� the second course line positioned foam paddy under the strengthening rib for flat tile,or under the Nail through plastic ceneant Sligtepddyusiaertite pan portion of the tiletobe installed. Insure closest to the k for {�hen�eq�trEd) Raay��etw:santJles] the second tours . approximately 8-9 int(51.6-58.1 cm2)of adhesive tt2ns �`° Paddy lunderti�e; contact with the underside of the tile. �`° r opt3onat Sur te{raaa ` `` - :�_._ '�, (Instructions continued on neactpage) x4in. t �t '.�`zx43na,`��.` 1 '�.+J'y_ •... it " ♦ 1 �•yj' • • Sle paddy On '- 1y-,� �^,,1f fJp'�a • • •••• ••••:• un -36imemat �': •. .. –h. :.> Eire C{rsusP •' • :.% -:��,,�'"`'�.,�•. � fir='' .,^' sees •• •• • • �aaet.ourse' ``�z�.•-'.:'''.s`' '`—Fascia . • Medlosn Prof aTile •• •• •• •••••• . . . . ...... NOA No.:16-0315.01 Expiration Date: 05/10/17 MIAMI-DA ECOUN r Approval Date: 04/07/16 Page 9 of 11 A DHEEsIV E PLACEMENT DIETAIDL#3 ((C®NTEXUE D) PiOthroughp1asticcej _ 511 11-paddy UnderFile Ti]7earega�iaerFi 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x W ` 7 _ pa3dy,lberae�ntilEsl (19 mm)paddy on top of the eave course tile he strengthening rib Paddy Lunder'tilel surface as shown, on top of t OpUbnal ¢ for flat tile or on top of the pan portion of the tile, ` �`�'�`,•, '�;`�.' closest to the underlock of the first course of tile. If--'"?ad 7 eaj"b. � �. `v Install second course of tile.Insure approximately >•' (` t5un ee@a�m�vti� '` •'�:�,, :; r' `�` 2 9(58.1 cm2)_ 11 (71cm)square inch adhesive contact with the underside of the file at the overlap 1e 2 rr.Sin_ +• .. -t ';`,a :''`���,re N` and 7(45.2 cm2)-9 (58.1 cm2)square inch Cddyy on L` ' ,, �, � ;;- adhesive contact with the underside of the the at the head of the tile.Continue in same manner. - Eave Cnusse—� _ ,r -Fasesa � -•' 0.000.... _00.00. .__0000 loin. Upedge — 6D6t1h Prc19Te'ft(e 0000 . • . 0000 0000.. 0000.. • .. 0000•• • 0000•• • • • 0000•• 0000 •• • • • • • • • • 0000 • •• 00000 0000•• •• • 00.66 •• 06 • •• 0060•0 ••6••• • • • • • • 0000•• 0000 00 • •00.6• NOA No.:16-0315.01 (�H�JAMIOI Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 10 of 11 ADIESIVIE PLACEMENT DETAIL Two PIECE BARREL Two]Mete Barrel(Cap and Paan)Tolle 1. Starting at the cave course,apply a minimum.2" t)place enough adhesive toachievd65to70sq.irt: Steep pitch applications (50.8 mm)x 10" (254 mm)x 1"(25.4 mm)foam In contact with the pan tile, when required? '))Turn covers upside down.Place adhesive in paddy onto the underlayment positioned as to 3 in.from outside edge of cover tile. shown under two adjacent pan tiles.Support cave Then Install thetile.Ensufe20 to tiles from rocking until adhesive has a chance to 25 sq.in.contact area. cure. Underlayment - .. ' • o 2. Continue in same mannerbringing two pan courses up toward the ridge.Insure s- '.- '' ,,:' t-' approximately 65 (419.4 cm2)—70(451.6 cm2) square inch adhesive contact with the underside of the pan tile. Sheathing Eave closure 3. Turn covers upside down exposing the underside (motar shown) of the tile.Apply a minimum.l"(25.4 mm)x 10" Weephole Fascia Board (254 mm)bead of adhesive directly on the inner Remove top portion of the eave course cover dle.Abut to second course if edge of each side of the cover tile.Leave pantiles.Ensu reeaveendofpan and covertilesarefiushatdaveline. approximately 3/4"(19 mm)to 1"(25.4 min) Two Piece Barrel-High ProtoieTiie from the outside edge of the tile,inward,free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course.Insure p• of 20(129 cm2)-25 (161.3,cm2)S14WOch .....• contact area on ca,A-siae of the caveritile to the . pan tile.Continue irgVe manner.Tram awa3b•••• any cured exposed'P8W&hesive.Pointing q�... longitudinal edges v e cover ifos•A c. • considered optional..... •• • ••••• • • • • • •• •• • •• •••••• 5. When additional naiiWic requiredp2"(50.8 . mm)x 4"(101.6 nLcn)nAers o>:i ;ti;wire.... •• system using galv&ize0lstainl;s steel,or ;....; copper wire and compatible nails Aw .be used. • END OF THIS ACCEPTANCE la1OA No.:16-0315.01 GM lawll•n�nE;&Ou* ?Expiration Date: 05/10/17 o Approval Date:04/07/16 Page 11 of 11 MMMMADE) ML09-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMIMSTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE O ACCEPTANCE (N(GA) lYlvlV.rsaia4na�19de.goVleLOr10e13}' Doral Roofing LLC. 7575 Irvine Center Drive,Suite 1100 Irvine,CA 9261.8 SCOIPEo 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:BORA>L TileSeal 0000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or lo4o,riiy,state Axid followil g•• statement: "Miami-Dade County Product Control Approved",unless otherwise noted hergiol • ;V.••• 0;• 0000.. RENEWAL of this NOA shall be considered after a renewal application has been filed an6there has heenono cha:itV• in the applicable building code negatively affecting the performance of this product. 0#0000 •• **:Soo 00.00. 09 . 00900 TERMINATION of this NOA will occur after the expiration date or if there has been a revision or d=a e*in the"' materials,use,and/or manufacture of the product or process.Misuse of this NOA as an ciao*PSeorient of any.produgt.••; for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to eomplywith'any se tion of this NOA shall be cause for termination and removal of NOA. •• ••• • '00 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#12-1219.01 and consists of pages 1 through 4. The submitted documentation was reviewed by Juan E.Collao,R.A. .. -: . � NOA No.: 13-1113.05 rw l•nahEcou�anr Expiration Date: 07/31/17 u c Approval Date: 03/13/14 Page 1 of 4 -ROOFING COMPONENT APPROVAL , Category` Roofmg Sub-Category: Underlayment Material: SBS FRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description BORAL TileSeal 36"x 36'rolls TAS 103 SBS self-adhering asphalt sheet material with a 36"x 72'rolls ASTM D 1970 white glass re-enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. MANUFACTURING LOCATION: 1. Brentwood,NH EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Underwriters Laboratories,Inc. R14610 Follow up Service 03/28/02 IRT Arcon,Inc. 02-012 TAS 103 02/28/02 PRI Asphalt Technologies,Inc. NEI-006-02-01 TAS 103 04/01/02 PRI Asphalt Technologies,Inc. NEI-008-02-01 TAS 114(H) . -::::t7/304Q... PRI Construction Materials NEI-045-02-01 ASTM D 4798&ASTM'G lS5 V. •.08/08/07 '• Technologies,LLC. NEI-053-02-01 ASTM D 4798&ASTIYI;�;15;5 05/0120.8••• ' NEI-076-02-01 TAS 103/ASTM D479$. .. 02/141.1'••; NEI-034-02-02 ASTM D 1970•.•••' 0•• 01/2941-&•. ...... .. . ..... 96 NOA No.: 13-1113.05 MMI-DADE COUNTY Expiration Date: 07/31/17A Approval Date: 0.3/13/14 Page 2 of 4 APPROVED ASSlEMBLI ES e J<Deck Type 1: Wood,non-insulated Deck Description: 15/32" or greater plywood or wood plank System lE(Il): Anchor sheet mechanically fastened deck,membrane adhered. ]base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626 with a minimum 4"head 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: One or more plies of BORAL TileSeal Underlayment with a minimum 3"head lap and minimum 6"end lap.Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. Note:When used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 6"o.c. at the side laps. No nails or tin caps shall be exposed. Surfacing: Approved for Approved Adhesive Set Roof Tile Systems,Mechanically Fastened Roof Tile, Metal Roofing,Wood Shake&Shingles,and Asphaltic Shingle assemblies. •.9. . . 0000 0000.. 900.•• • •• 9099•• • 989600 • • • 9909•• 0000 •. • • 0 • • • • i 400 09.09• +• 9 09.90 •• •• • •• •.00.0 • 98••0• • • • • • • •0.00• •99.0• • • • •99.9• 99 • 900 • 8 6 00 NOA No.: 13-1113.®� GM��IMAMIQADEEE:plratlo n Bate: 07131/17. . Approval Date: 03/13/14 Page 3 of 4 LJL1V'JLILTAnO VSo 1. 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. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth,clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment;loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL TileSeal underlayment 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. 10. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley,start at the low point and work to the high point,rol)lg Ila%membrane from the center outward in both directions. For ridge applications, center the menj)rage jand roll178ru the c IIISA' outward in both directions. •• • •• • sees.. . .. sees.. 12. Roll or broom the entire membrane surface so as to have 100%contact with the siure}giving special attentt moo• overlap areas. 00:0 .. e 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof AssemU currenjXroDuct Cq al,• *Gore: Notice of Acceptance and applicable Building Code. • . .. seesees.. 14. All protrusions or drains shall be initially taped with a 6"piece of underlayment. T1 9!fist piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAI!Tile,"aUerlayMerite shall be applied over the underlayment,and sealed using an SBS modified mastic. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Buil%g Code and Rule 61G20-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city and state of manufacturing facility,and the following statement: "Miami Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below MIA MI•DA�C6—W� END OF TFES ACCEPTANCE NGA No.; 13-1113.05 M MI•DADECOUNTY ...o o Expiration Bate: 07/31/1 . Approval Bs.te: 03/13/114 Page 4 of 4 AC132 Engineering Inc. Testing & Engineering Services Certification of Authorization#8131 ,�\� Roof Tile Uplift Test Report Tel: 954-245.8976; Fax:954.301.7776 P.O. Box 823612 Pembroke Pines, FL 33082 Attention: Miami Shores Village, Building Division, 10050 NE 2nd Avenue, Miami Shores, FL 33138 Client: T&S Roofing Systems, Inc. Test Date: 04/26/2017 Permit#PF-2-17-460 Cravello Residence Property Address: 761 NE 95th Street,Miami Shores,FL Roof Pitch: Type of Tile: Roof Area: 3 in 12 Santa Fe Roof Tile 26.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive-Poly Pro H 160 Field Instrument : IMADA Force Gauge 0-100 Serial number:243454 Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: (T1-T10) 10.00 sq. 10 As per FBC 2014 -Passed Field Area: (Tli-T26) 16.00 sq. 16 As per FBC 2014 Passed No.of Corner: (T27-T48) 22 22 As per FBC 2014 Passed Ridge Areas: (T49-T58) 93 pcs. 10 As per FBC 2014 Passed Important: These laboratory results can change due to future weather impacts and/or unavoidable roof traffic.Therefore,this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Cordially, AC132 Engi ing Inc. (NOA 09-1005.01) Anto ' edo, PE Fla. Re o: 36466 ou lay ldoq t ACB2 Engineering Inc. Engineering and Laboratory Services 5230 NE le Avenue Fort Lauderdale, Florida 33334 Phone: (954) 245-8976 Fax: (954) 301-7776 �- T T ALL '144 ATL i 00 Lit Tom% 77r l 6 - 7 3cl ------------------- :sa TS 16 I t► A ra 1 T ( i