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RF-18-732 1 Inspection Worksheet Miami ShoresVillage 10050 N.E.2nd Avenue Miami Shores,Ft_ Phone: (306)755-2204 Fax:(305) G-6972 InspectionNumber: INS P-29991 5 Perm!€Number: RF-3-18-732 Scheduled Inspection Date:April 05,2018 Permit Type: Roof � Inspectorpiaran)o,Ismael Inspection Type: Final Roof ! Owner: L.EGASPI,LINDA Work Classification: Repair Roof Job Address:14 NW 109 Street Miami Shores,FL f Phone Number (305)804w1787 Parcel plumber 1121360110180 Project: <NONE> Contractor: J&K ROOFING INC Phone:954-961-7663 Building Department Comments REPAIR VALLEY BY RI M®DOING )USTNG TILE � gun Pas"d Ct Mnm is INSTALLING NEW 30 LB 90 LB FELT USING SAME TILE INSPECTOR COMMENTS False BACK h -Gacrr�e� Passed ed Failed F t t t 1 Needed h r #i,......w.woad. R Fee 1� P3C1C;m ped A4x 2018 For Inspections please call:(305)762-4949 Page 14 of T1 Permit NO. RF-3-18-732 yet Miami Shores Village Pt?Rftif Type:RCiC3f � 10050 N.E.2nd Avenue NW r• Per ' Work Classification:Repair Roof Miami Shores,FL 33138-0000 Permit Status.,APPROVED Phone: (305)795-2204 4asat 1,A) issue oate:3/22/2018 Expiration: 09/18/2018 Project Address Parcel Number Applicant 14 NW 109 Street 1121360110180 Miami Shores, FL Block: Lot: LINDA LEGASPI Owner Information Address Phone Cell LINDA LEGASPI 14 NW 109 Street (305)804-1787 MIAMI SHORES FL 33138- Contractors) Phone Cell Phone Valuation: =3,2000.�00J&K ROOFING INC 954-961-7663 Total Sq Fee , Type of Work:Repair Available Inspections: Additional Info:REPAIR VALLEY BY REMOVING EXISTNG T Inspection Type: Classification:Residential Roof Repair Scanning:3 Final Roof Review Roof r Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 Invoice# RF-3-18-66868 DBPR Fee $3.75 DCA Fee $2.50 03/22/2018 Check#:34342 $271.65 $0.00 Education Surcharge $0.80 Permit Fee-Repairs $250.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $271.65 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 for oing information is accurate and that all work will be done in compliance with all applicable laws regulating r construction and zoning. For authothe above-named contractor to do the work stated. March 22, 2018 Authorized Signature:Owner / Applicant / Contractor / Agent Date r Building Department Copy March 22, 2018 1 4 3 Miami Shores Village RECEIV�b Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(365)795-2204 Faz:*'(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)•762-4949 FBC 2017 2 BUILDING Master Permit No. _ 3Z PERMIT APPLICATION Sub.Permit No. 0 P ' I BUILDING ELECTRIC OOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores c County: Miami Dade Zip: 3 /LA Folio/Parcel#: `/- a13�- 0II Dia c Is the Building Historically Designated:Yes NO Occupancy Type: Ov0�_Load: Construction Type: 14lood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): nUc, LPfe Wl . Phone#: 302, Address: IL) 10,1-1 /07 Sf Miami ' City: i a m( ,C o/'� State: �� Zip: 33 Tenant/Lessee Name: Phone#: Email: r CONTRACTOR:Company Name: �' I�-I Phone#: Address: ao(o Sk-el'�� S7 City: ai' \� State: �l Zip: Q 330 D Qualifier Name: &/LALt. ffrQ J Phone#: /S7 7/z/7�?� State Certification or Registration#: LL' C��0 �S Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work-for this Permit:$ 00-D D Square/Linear Footage of Work:So s5 I Type of Work: ❑ Addition ❑ Alteration I- ❑ New ElRepair/Replace ❑ Demolition Description of Work: 4 "(- UG�I premou,n '/ e ( �. 4i .j i , I 30�� C S%n -vue I ( C L I Specify color of color thru tile: Os)ng, 4i lf- ND 10,4y2/ ma dL - la/a- l-1,a, slkLP Submittal Fee$ Permit Fee$ CCF$ CO/CC$ r Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) t 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 ,.,,,A.-Jor the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the lt*inspection will not be approved and a reinspection fee will be charged. 'Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was of_cknowledged before me this The foregoing instrument was acknowledged before me this 2a J /day of ✓I�LG✓VC " 20 by 270 day of MW(- 20 by who ispersonally known to �l�vl wu�0 (,!'row 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: _, ,, Print: eift Seal: �� NOTARY PUBLIC Seal: of NOTARYPUBLIC 4 o STATE:OF FLORIDA =STATE OF FLORIDA Comm#FF920230 Comm#FF920230 •INCE ISIS Expires 11/13/2019 E I Expires 11/13/2019 *************************** ******************************************************************************* �LA APPROVED BY flans Examiner Zoning Structural Review Clerk { (Revised02/24/2014) 3/20/2018 Propertv Search Application-Miami-Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:3/20/2018 Property Information - Folio: 11-2136-011-0180 r* * = t 11 Property Address: 14 NW 109 ST Miami Shores,FL 33168-4315 "" Owner LINDA LEGASPI Mailing Address 14 NW 109 ST i MIAMI,FL 33168 USA PA Primary Zone 0800 SGL FAMILY-1701-1900 SQ . + ` d y y 6' - 1r 0101 RESIDENTIAL-SINGLE * Primary Land Use ! w s FAMILY: 1 UNIT Beds/Baths/Half 2/1 /0 Floors 1S` Living Units 1 Actual Area 1,678 Sq.Ft Living Area 1,275 Sq.Ft 1 al Adjusted Area 1,477 Sq.Ft Lot Size 9,225 Sq.Ft Taxable Value Information Year Built 1952 2017 2016 2015 ' County ' Assessment Information Exemption Value $50,000 $50,000 $50,000 G Year 2017 2016 2015 Taxable Value $227,958 $222,2411 $221,315 Land Value $198,007 $166,118 $166,118 School Board Building Value $102,799 $102,799 $102,799 Exemption Value $25,000 $25,000 $25,000 XF Value $3,298 $3,324 $2,398 Taxable Value $252,958 $247,241 $246,315 Market Value $304,104 $272,241 $271,315 City Assessed Value $277,958 $272,241 $271,315 Exemption Value $50,000 $50,000 $50,000 Benefits Information Taxable Value $227,958 $222,241 $221,315 " Regional Benefit Type 2017 2016 2015 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Cap Assessment Reduction $26,146 Taxable Value $227,958 $222,241 $221,315 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Previous Sale Price OR Book-Page Qualification Description Board,City,Regional). 08/01/2014 $384,000 29257-4896 Qual by exam of deed Short Legal Description 11/01/2004 $360,000 22851-3414 Sales which are qualified 36 52 41 PB 52-33 1 04/01/2004 $206,000 22265-3089 Sales which are qualified DUNNINGS MIAMI SHORES EXT NO 7 LOT 2 BLK 214 LOT SIZE 75.000 X 123 COC 22851-3414 11 2004 1 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 Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hfp://www.miamidade.gov/info/disclaimer.asp Version: i • ,S�OREs G� Miami shores Village •� , n..,� Building Department 10050 N.E.2nd Avenue ' ��pRIpA 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, FI 33138 f Re: Owner's Name: Z11 Ire Property Address: l S CL ver Roofing Permit Number: Dear Building Official: I �►w� (J certify that I am not 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'attach proof of ad valorem taxation. I o The building was constructed,in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) I` �G//!c;✓� 4��Seo/. Signature Print Name '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 :z day of 104✓-c,4 �P(0 'my Cristobal Cruz Notary Public, Sate of Florida at Large l/�('//J NOTARY PUBLIC STATE OF FLORIDA Comm#FF920230 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the buildingNv+ sw con itA 96MO144 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 LICENSED AND INSURED LICENSE#CC-C058051 954-961-7663 2010 Sherman StreetR00FIN- � 954-961-9879 Hollywood, Florida 33020 Fax 954-925-8015 S" S.'a X7&74 over 30 Submitted To a �} p t Job Name Date Street Street Phone 1 I:pl City,'St.&Zip LL City,St.&Zip PLipne 2 Legal Lot Blk Sub Tax Folio# ALL ROOFS TO BE DONE AS FOLLOWS tL) R?-pq:t s o0 We hereby propose to furnish labor and materials-complete in accordance va the above specifications,for the sum of dollars ($ 6W0 )with payment to We made as follows: No carpentry work, wooAork or painting unless specifically stated in this contract. In the event payment is not make as stated in payment schedule, All fees incurred in collections, such as, but not limited to, attorney fees, court costs anal collection agencies, are to be paid,by signer or owner. COVERAGE The roof applied to the building described above is guaranteed for years from the date of completion upon final payment in full. This guarantee is TRANSFERABLE AT NO CHARGE to new owners of the property. Under this guarantee,the roofing contractor will,at its own expense,make any repairs necessary to correct roof leaks resulting from the following causes: 1., Failure of roofing felts or base flashing resulting from usual and ordinary effects of wear and weather. 2. Poor workmanship of roofing contractor in applying roofing and flashing materials. EXCLUSIONS This guarantee does not cover: 1. Leaks or other damage caused by: a.Natural disasters,including but not limited to floods,lightning,hurricanes,hail,windstorms,earthquakes,tornados,dry rot,etc. b.Structural failures such as cracks in decks,walls,partitions,foundations,windows,stoppage of roof drains or gutters,etc. c.Changes in the original principal usage to which of the building,unless approved by the contractor in advance in writing. d,Erection or construction of any additional installation on or through the roofing felt after the date of completion. e.Roof or flashing repairs by others,painting or coating without approval. f. Riots or vandalism. g.Termites or other insects. h.Penetration of the roofing from beneath by rising nails. 2. Damage to the building or it's contents,roof insulation,roof deck or other base over which roofing felt is applied. ACTION In the event leaks from roofing should occur,owner shall notify contractor promptly.Contractor will inspect the roof,and if cause of leak is within the coverage as stated above,the contractor will arrange for repairs to be made at no cost to the owner. If cause of leak is not covered, contractor will not be responsible for cost of any repairs. i In the event leaks are not covered under the terms of this guarantee,a service charge will be invoiced to the owner. The guarantee will become null and void if payment of the service charge is not made within 30 days of the billing date. WE MAKE NO GUARANTEES OF ANY KIND, EXPRESSED OR IMPLIED, EXCEPT AS STATED HEREIN. ACCEPTANCE OF PROPOSAL: The above prices,specifications SIGNATUR (Owner) and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as SIGNATUPA outlined above. (Owner) ] Aut onz atu DATE RECEIVED ROOF ASSEMBLIES AND ROOFTOP STRUCTURES MAR 2 2 2018 Florida Building Code 5th Edition (2014) Ig r -Velocity Hurricane Zone Uniform Permit Applica J Section A(General Information) Master Permit No. Process N Contractor's Name ILI AW 10q S Job Address 4- ROOF CATEGORY 0 Low Slope 13 Mechanically Fastened Tile Mortar/Adhesive Set'Tiles 0 Asphaltic Shingles 0 Metal Panel/Shingles 13 Wood Shingles/Shakfi.. 13 Prescriptive BUR-RAS 150 ROOF TYPE ••• ring 0 New roof 10 Repair ❑0 Maintenance ❑0 Reroofing Rec*ovq• ** ROOF SYSTEM INFORMATION ....It CF06 0 00 000001 Low Slope Roof Area(SF)- Steep Sloped Roof AREA(SSF Total(SF)6 00 0 Soo-( * 0 :0 0 :00. 00 00 00 T Section B (Roof Plan) 0 0 0 0 ....00 4 Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers,overflow scuppers anti overflow draM*fhMde dirgen- L sions of sections and levels,clearly identify dimensions of elev pressure zones and location4of feral)ets. .....9... 0 0 0 0 0" 0 1 UJ o LU r-) < 0 LU ^ CAzI a) 0 M Li>- 0 U C > 0 Uj 0 > Z < CL 0 N 1-T11 to FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.37 by,ICC(ALL MGM RESERVED);accessed by Eliezer Palacio on Jun 8,2015 10:32:12 AM pursuant to Ljccnse Copyright to,or licensed Agreement.No further reproductions authorized. ROOF ASBIMUES AND ROOFTOP STRUCTURES t7Wkb BUTAC V Code M Edition(2M7) 1 High-VOWW HuMC811e Zone Un f m PmW A"Ucatlon Form i Section D(Steep Stoped Roof System) 1 t Roof System Manufacturer. Notace of Acceptance Number. O 1 I Minimum Design Wind pressure,ff Appiic"(From RAS 1.7 or Caicuiations): 1 Pi: P1: P1• SOD-7 1 _ 1 Deck Type: 10,90 s f � 1 � 1 T e Unda l 6 aa& 1 r---=— vP ayrrienf: Ty�eest 30/� .... !Roo bper '....' ... ..1 I : 12 insuiatiorc • Fre Barrier: '....' .. ..•i Ridge Verrtitati„pp? Fastener Type&Spacing: /wOM s •• a' • Adhesive Type. Type Cap Sheep 591h �,�e- ynJrr � h�rJm oP J 1 1 Mean Roof Height: Roof Covering: I PO(-” U,`Ila OD . 1 Type&Sim Drip 3x3 02(i a e CZs � Edge: i aut d r;p w1//jv,2 Js , 1 t l F X*M BUR D=COW—8UO.DiTIG,91 EDITION W7) t 4n ROOF ASS91VIBLIES AND ROOFTOP STRUCTURES 1 Florida Building Code 6th Edition(2017) 1, High-Velocity Hurricane Zone Uniform Permit Application Form 1 1 Section E(file Calculations) 1 For Moment based file systems,choose either Method 1 or 2.Compare the values for Mr with the values from Mf.If the M,values i are greater than or equal to the Mr values,for each area of the roof,then the tile attachment method is acceptable. 1 Method 1 "Moment Based Tile Calculations Per RAS 127" 1 (P1:39 x X Mg: 5 =Mr, Product Approval M, l _ 1 (P2.-ALL XX. =21:5TJ-Mg:7-a p=M2-LUS- Product Approval M� WSJ Mg:7.5-o=M,�z ` A Product Approval 14 1 1 Method 2"Simplified Tile Calculations Per Table Below" 1 Required Moment of Resistance(Mr)From Table Below Product Approval AA, 1 Mr required Moment Resistance' 1 Mean Roof Height 15' 20' 25' 30' 40' Roof Slope 1 2:12 34.4 36.5 382 39.7 42.2• •• 00'3:12 32.2 34.4 36.0 37.4 .39.8 .• 1 4:12 30.4 32.2 33.8 35.1 .. :--37.3 '" 0•' 9060% 1 5:12 28.4 30.1 31.6 32.8 34.9 :*so*: 1 0 • 6:12 26.4 28.0 29.4 30.5 '. ..'32.4; .' .... 1 7:12 24.4 25.9 27.1 28.2 •••30.0•• ••:••• 1 . 00 .. ., .. ...... 1 `Must be used in conjunction with a list of moment based file systems endorsed by the Browarq•CigyW Board of Rules and ,• 1 Appeals. • . . . . ...... For Uplift based file systems use Method 3.Compared the values for F with the values for Fr.V the F values are greater than* r • 1 equal to the Fr values,for each area of the roof,then the file attachment method is acceptable. Method 3`Uplift Based Tile Calculations Per RAS 127" r (Pt: x L = x w:_ -W: x cos 0 =Fr, Product Approval F a i (P2: x L = x w:=-J-W: x cos 0 =F2 Product Approval F (P3: x L = x w:=--J-W: x cos 0 =F2 Product Approval F 1 t 1 Where to Obtain Information + Description Symbol Where to find 1 RAS 127 Table 1 or by an engineering analysis pre- 1 Design Pressure Pi or P2 or P3 pared by PE based on ASCE 7 1 Mean Roof Height H Job Site 1 Roof Slope 0 Job Site 1 Aerodynamic Multiplier Product Approval 1 Restoring Moment due to Gravity M9 Product Approval 4 1 Attachment Resistance M, Product Approval 1 Required Moment Resistance Mo 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 submitted to the building official at the time of permit application. 1, 1 ' 1 - 472 FLORIDA BUILDING CODE-BUILDING,611i'mmoN(2017) MIAMN ` MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy Boral Roofing,LLC 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 r. 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). I 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,Z'(i , or ••• suspend the use of such product or material within their jurisdiction. RER reserves the rigl%tp r4ioke this acceptance, • if it is determined by Miami-Dade County Product Control Section that this product or material fails to maelAe ....:. requirements of the applicable building code. •••••• • This product is approved as described herein,and has been designed to comply with the Fled;'quilditgCotlp • including the High Velocity Hurricane Zone of the Florida Building Code. •' '• .. .. . .. ...... DESCRIPTION: Boral Villa 900 Concrete Roof Tile • . . . . ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,,city�,�tate aril�ollowin • 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, r 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 renews NOA No.12-0308.20 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. t MIAMFDADE COUNTY NOA No.. 16-0711.04 Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 1 of 7 r F ROOFING ASSEMBLY APPROVAL Catezorv• Roofing Sub Cateeory: Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Boral Villa 900 Concrete Roof Tile, as manufactured Boral Roofing, LLC in Lake Wales, FL and 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. 2. PRODUCT.DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description r•• Boral Roofing Villa 900 Length= 17" TAS 112 Low profile,interlocting,*Wgh pr6t did extruded•;• Width= 13" Type lb concrete roof tile equipped with tlA ea nlil holes • • '/z"thick Class III and double rolls. Foz�i're.l deck, tatten,mortar • 'or adhesive set applicatjgjas. .. ;•••• Trim Pieces I=varies TAS 112 Accessory trim,concrtfefoof pieces T'br use at ••. •000.0 •• • ••9.0 w=varies ridges,hips and rakes. 0.00 0.00•• varying thickness • ...... . • . 9090..0 2.1 PRODUCTS MANUFACTURED BY OTHERS 0 .9• •' :0069: .. . 00 • • 0 Product Name Product Description Manufacturer.•'•' (With Current NOA) ICP Adhesives Polyset AH-160 Two component polyurethane ICP Adhesives and Sealants,Inc. foam adhesive. } ICP Adhesives Polyset RTA-1 Single component polyurethane ICP Adhesives and Sealants,Inc. foam roof tile adhesive. TILE BOND'Roof Tile Adhesive Single component polyurethane The Dow Chemical Company foam roof tile adhesive. "Tile Tite"Roof Tile Mortar Premixed,pre-bagged roof tile Bermuda Roof Co. Inc. mortar. 2.2 MANUFACTURING LOCATION 2.2.1. Lake Wales,FL NOA.No.: 16-0711.04 MIAMI-DAD,COUNTY Expiration Date: 09/21/21 ' Approval Date: 09/01/16 Page 2 of 7 r � 4 2.3 EVIDENCE SUBMITTED Test A2eney Test Identifier Test Name/Report Date Nutting Engineers 13343.1 TAS 112 Apr. 2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 1I TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) Redland Technologies P0631-01 Wind Tunnel Testing ,-J%1%1994 TAS 108 (Mortar Sc:) see fees 00.0;0 Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing.... 'f9.tig;1994...s:. TAS 108 (Nail-On),.•:f f The Center for Applied Project No. 307025 Wind Driven Rain•f::*• VOA-19940 Engineering,Inc. Test#MDC-76 TAS 100 .s.s:0 :e The Center for Applied 25-7183-1 Static Uplift Testing* FOD. 1995••• • Engineering,Inc. 25-7183-2 TAS 102 . . . . . ...... (2 Quik-Drive Screws,Direct D%ck) •••••• 'The Center for Applied 25-7214-2 Static Uplift Testing0 ' eI1cCb, 1995 f Engineering,Inc. 25-7214-6 TAS 102 (1 Quik-Drive Screw,Direct Deck) (1 Quik-Drive Screw,Battens) Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 TAS 101 Dec. 1998 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 , April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Evaluation Calculations Aerodynamic Multipliers 09/01/16 f Walker Engineering,Inc. Evaluation Calculations Two Patty Adhesive Set System April 1999 Walker Engineering,Inc. Evaluation Calculations Restoring Moment Due to Gravity , 09/01/16 American Test Lab of South RT0617.02-16 TAS 112 06/29/16 Florida NOA,No.: 16-0711.04 MIAMI-DAD,COUNTY Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 3 of 7 r r , 1 3. LIMITATIONS: 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 `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in c9ft"4ce with ...... applicable building code. ,.... • ...... .. .. ...... 4. INSTALLATION ••• •• 4.1 Villa 900 Concrete Roof Tile and its components shall be installed in strict'Fp44pliancej•wjt� Roofing.*• Application Standard RAS 118,RAS 119,and RAS 120. .. ..:..' .. .. . .. ...... 4.2 Data For Attachment Calculations • Table 1: Average Weight (W) and Dimensions (I x W ) •••••• Tile Profile Weight-W (lbf) Length-I (ft) WLdth;rj(ft) •� Villa 900 Concrete Tile 10.90 1.42 1.08 Table 2: Aerodynamic Multipliers -X (ft3) Tile A, (ft3) (ft3) Profile Batten Application Direct Deck Application Villa 900 Concrete Tile 0.291 0.315 Table 3: Restoring Moments due to Gravity-M9 (ft-lbf) Tile 2":12" 3":12" 411:12" 5":12" 6":12" 7":12" or Profile greater Villa 900 Direct Direct Battens Direct Battens Direct Battens Direct Battens Direct Concrete Tile Deck Deck Deck Deck Deck Deck 7.70 7.62 6.56 7.50 6.42 7.34 6.26 7.15 6.08 6.95 NOA,No.: 16-0711.04 MwMi•a DE COUNTY Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mechanically Fastened Systems Tile Fastener Type Direct Deck Direct Deck I Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Villa 900 2-10d Ring Shank Nails 27.8 37.4 28.8 Concrete Tile 1-10d Smooth or Screw 8.8 11.8 4.1 Shank Nail ' 2-10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2#8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 • '...22.1 ... .. Shank Nail Eave Cli • 2-10d Smooth or Screw 35.5 35.5 " 3'4.8 •••• • Shank Nails Field Clip) ' [2-10d Smooth or Screw 31.9 31.9 •,,,,• •�� 2 •�� Shank Nails Eave Clip) 000000 „ • . . 000000 . Table 5: Attachment Resistance Expressed as a Moment M;(?t*t#) • for Two Paddy Adhesive Set Systems •' "' Tile Tile Application Minimum Maehment • Profile Resistanee Villa 900 Concrete Tile Adhesive' 26.12-3 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBond one-component foam, minimum weight per paddy 11.4 grams. 3 ICP Adhesives PolysetS AH-160 two-component foam, minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Single Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Villa 900 Concrete Tile ICP Adhesives PolysetO AH-160 two-component foam 86.614 ICP Adhesives PolysetS AH-160 two-component foam 45.55 4 Large paddy placement of minimum 54 grams. 5 Medium paddy placement of minimum 24 grams. Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Villa 900 Concrete Tile .Mortar Seth 20.60 , Tile-Tite Roof Tile Mortar. NOA No.: 16-0711.04 MIAMI•DADECOUNTY Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 5 of 7 r 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". r LABEL FOR BORAL VILLA 900 CONCRETE TILE (LOCATED ON THE UNDERSIDE OF TILE 0000 . . 9000 0009.9 6. BUILDING PERMIT REQUIREMENTS: • 99 • • • .00000 09 09 0900 6.1 Application for building permit shall be accompanied by copies of the following: 9 9 9:9 9 9 090090 • 6.1.1 This Notice of Acceptance. "66999 .. 6.1.2 Any other documents required by Building Official or Applicable building code In oder to properly ••:•• . evaluate the installation of this system. .000900 0 .0 00000 .. .. 9 90 009000 0000.. • . . . . 999999 0000.. :0000: i NOA No.: 16-0711.04 MuI•oaDe couNW Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 6 of 7 k } PROFILE DRAWING F r Nall hales • 12" � _ �!N-- 11/2'` ' s Overlock :••• •••••• •• .. 000•.. • 000000 •� pp11 • • 00 •�. JV •0000• 17" ... 0 .. 0000. ..•0.0 0000 Underk ck • • 0000.. . . 0000.. 13" a VILLA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE E NOA No.: 16-0711.04 Mu►MI•oawe COUHn Expiration Date:09/21/21 Approval Date: 09/01/16 Page 7 of 7 r MlAMI 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)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy ICP Adhesives and Sealants,Inc. 12505 NW 44"'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(AHJ).;•+••• This NOA shall not be valid after the expiration date stated below. The Miami-Dade Count}product Control Section.• (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve 0"dight to have Ik;s product.:. or material tested for quality assurance purposes. If this product or material fails to perfornTlttfli�accepted 4tnanner the • manufacturer will incur the expense of such testing and the AHJ may immediately revokep Mddify, or;tisp ftd the tise • of such product or material within their jurisdiction. RER reserves the right to revoke lAis acce�ta�ice, if 4949*9 ...... . ..... determined by Miami-Dade County Product Control Section that this product or material f**;*4 meet t e•re�%irem*nt!••• of the applicable building code. •• This product.is approved as described herein, and has been designed to comply with the Florida:'BWWjng Code••• including the High Velocity Hurricane Zone of the Florida Building Code. :....: •• • •• • . . •• . DESCRIPTION: ICP Adhesives Polyset®AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall 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. P TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the t 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. r ` 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 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0322.03 MiAru-Dune Courrn Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 r ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset'AH-160 as manufactured by ICP Adhesives and Sealants,Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements,as determined by applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,low,and high profile roof tile systems using:ICP Adhesives Polyset®AH-160. PRODUCTS MANUFACTURED BY APPLICANT: 0000 0000.. Product Dimensions Test Product, es;ripgo,% Specifications Gooses •• •• 0.00.0 ICP Adhesives N/A TAS 101 Two component o***:so y 0 •thane a 0 adhes' P P Yore f0 rrL re••: Polyset®AH-160 00.000 : •.*• 00.00 ICP Adhesives Foam N/A Dispensing Equipmenl.0000 0.0�. � .0.0 0 00000�• Dispenser RTF1000 0 0 0 0 •. ICP Adhesives ProPack® N/A Dispensing Equipment 0 .,.�.. 000000 0 30& 100 0.00•• •0 0 PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: + Prope Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch i Dimensional Stability ASTM D 2126 +0.07%Volume Change @ 40'F.,2 weeks +6.0%Volume Change @158°F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 MJAMMAD;COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 • Y 1 EVIDENCE SUBMITTED: , Test AEeney Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 v. 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 rPolymers Division ,Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 ,Southwest Research Institute 01-6743-011 ASTM E 108 •••• 11716/94 ••••;• i 01-6739-062b[l] ASTM E 84 •• 0��1`/9� •• Trinity Engineering 7050.02.96-1 TAS 114 O.V 14/•96 •••••• P36700.04.12 ASTM D 1623 *0000* (Ll/1802 •••••• P39740.02.12 TAS 101 00:00: 02/21412 ..:..' TAS 123 •• ••••.. Celotex Corp. Testing Services 528454-2-1 TAS 101 •• 91.2378 ""•• 528454-9-1 ' 528454-10-1 • 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 fLIMITATIONS! 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset'AH-160 shall solely be used with flat,low,&high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 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.: 17-0322.03 MIAMI-DADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 I r INSTALLATION: 1. ICP Adhesives Polyset'AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset®AH-160. 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 RTF1000 dispensing equipment is re uired before application••••• of any adhesive. The mix ratio between the"A" component and the"B"component sly lel;i maintained h'etween • • .. •• 1.0-1.15 (A): 1.0(B). 960600 t 0 • 6. ICP Adhesives Polyset®AH-160 shall be applied with ICP Adhesives Foam Dispenser.RTF1000 o=%,'A, :00 Adhesives ProPack®30& 100 dispensing equipment only. •••' ' so ••••• ..... H 7. ICP Adhesives Polyset®A -160 shall not be exposed permanently to sunlight. ••••00 000••0:• 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minuses aflar ICP Adhesives •, Polyset® AH-160 has been dispensed. 0 •••... • 9. ICP Adhesives Polyset®AH-160 placement and minimum patty weight shall be in accftlanCe wit'4tlse• :00 'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. "•• 0 i + NOA No.: 17-0322.03 MALMI-oaDe CDUNTY Expiration Date: -0322.22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 130 High Profile #2 17-19 sq. inches 1 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap *see Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal ..° 1°f gramj per bead " edge)20-25 sq. inches each ...... bead •••••. .....: Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches --A grai$s ApdCr pang OeVe:00 60 .. . . LABELING: ' All approved products_listed herein shall be labeled and shall bear the imprint or identifiable jnarld>Ig of t e ° manufacturer's name or logo and following statement: "Miami-Dade County Product Control A�prbved"pitbe Miami Dade County Product Control Seal as shown below. " • MIAMIaWE COUNTY .Q `BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in'order to properly evaluate the installation of this `system. NOA No.: 17-0322.03 MIAMI•ormE COU Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 i a ADHESIVE PLACEMENT DETAIL# 1 a MUhroughplastkesawot PaddylBonaashTik) Flat/Low Profile Tile {rhea requited) Urrd.r4ym.ne • °' !,� 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown, 1'- under the strengthening rib closest to the overlock ' coin ,, `'s•�4N of the tile being set. a satterle opfi" e.vrcaursa 2. Continue in same manner.Insure approximately 17 (109.7 cm2)—23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 21a Erne Clmur•1� • • i•••••• Medium Profile/ Double 014*Tile r **a": ••••�• Nail through plastic cement 000000 • 1when required) 0000 1 0.0 i••••i P.ddyiB.n•.th1d.1 1. Starting at the eave courtg,agply a rmn:mum 2" •••�' (50.8 mm)x 10"(254 mrn)x.l."(25.$•1nri*foamo * tlndrlaym.at • • ..... paddy onto the underla)"eitt positioheS.Wshon.... under the pan portion ottfie;ile closest to the .• overlock of the tile being set. • ;•• ....:. IDln.x : .'. • • 21 rtw1d. `titin • • •••••• 2. Continue in same manner.•Insure apprdxluately'17 • Omens opelonai (109.7 cm2)—23 (148.4 cm2)square inchadhesive contact with the underside of the tile: Esre closure 0 cave course Fascia { tip+•��+ Hi h Profile/Single Pan Tile (when roqu9red) p+dd r l5en.athTilel g t Underlay sun t ° 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the 2 in.wide overlock of the tile being set. Battens a 2. Continue in same manner. Insure approximately 17 optional ., , (109.7 cm2)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile' Eaft Couru `` k Pasch Weephole 141n. in. Erre closure Fe7 Qrlp edge t NOA No.: 17-0322.03 Mwrti•oaDe Couwrlr Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 moil wrouyhl4a+tictim•nt PadetrJ4"aathT&j Flat/Low Profile Tile (dwr►equimd) ui.denaxment , 'F,�� 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy r onto the underlayment positioned as shown under the V`^, strengthening rib of the tile closest to the overlock of 2 in. '�,t the tile being set.Insure approximately 17(109.7 cm2) 9ast�ns apnet ( cm )square 23 148.4 2 uare inch adhesive contact with the tbo zti,, EA..CAO.m underside of the tile. e 2. At the second course,apply a minimum 2"(50.8mm) Fascia x 7"(177.8 mm)x 1"(25.4 mm) foam paddy onto the h` underlayment positioned as shown under the strengthening rib closest to the ov erlocktBftlit the Eere tavivre�t being set. •••• ; I 3. Continue in same manner. kisju approxim4tely 10 • (64.5 cm2)- 12(77.4 cm2)§quare inch adhesive ;•••• contact with the underside of the tile. •• ..... .. .. . .. ...... Medium Profile/Double PaK Tiff • Neil through plastic cement • • • ••••i e •••••• (when requircdf • • • • • Paddy 1Benaath Tile) 1. Starting at the eave course,appl;a minigwrgi,2"(51.8...• ' Undadayment ,4 mm)x 10"(254 mm)x 1"(25.4 mm) foatri plddy • onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2)— lIn. 2 In 23 (148.4 cm2)square inch adhesive contact with the Betters optional underside of the tile. � 2. At the second course,apply a minimum 2"(50.8mm) yah+ ,''•..`' �� x 7"(177.8 mm)x 1"(25.4 mm) foam paddy onto the clasu • underlayment positioned as shown under the pan COME c�►.• portion of the tile closest to the overlock of the tile Faaoa being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. r (Instructions continued on next page) NOA No.: 17-0322.03 MIAMI•DADE COUNTY Expiration Date: 05/10/22 • Approval Date: 04/27/17 Page 7 of 11 I t ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) wallthmugh pusticce Hi h Profile/Single Pan Tile twhentaqulmd) R.d4l8.n.AhVlal g .,ly,,,,�,,, i 1. Starting at the eave course,apply a minimum 2"(50.8 • ,�''-,, mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy ~'•�� onto the underlayment positioned as shown under the pan portion of the tile closest to the oveilock of the tile being set.Insure approximately 17(109.7 cm2)— � ' h 23 (148.4 cm2)square inch adhesive contact with the Battens opdorW �.,, underside of the tile. • ,r 2. At the second course,apply a minimum 2"(50.8mm) Earecou as;e x 7"(177.8 mm)x 1"(25.4 mm) foam paddy onto the Wo■phak underlayment positioned as shown under the piLn lain. 2 In. dWs+e portion of the tile closest to4he•o verlock of the tile •••••• drip edge being set. •• .. ...... 3. Continue in same manner. Insure approxjmately 17 •••• (109.7 cm2)- 19 (122.6 cml}square ind adbetive ••••• contact with the underside bfshe file. •• e• ..:..• .. .. . .. ...... • eeeeee . .- e ... • ee e eeeee { I NOA-No.: 17-0322.03 MIAMI•DADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 �tluo�hpi Aicement Paddy(between 1. On the cave course only,apply a minimum 2" (50.8 eattensopt)onal mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy ° Faddy4undert le) onto the underlayment positioned as shown,under sfnglepaddp the strengthening rib for flat tile or under the pan an topoftBe i,r portion of the tile for low or high profile tile closest �'- to the overlock of the tile being set.Leave 74hLs le paa '`.� � -: _,r approximately 4" (101.6 mm)up from the cave le paddy una -.� edge free of foam to prevent the expanded adhesive on iideilar"'ent 2z4in '~ from blocking the weep holes. Insure • ;_ '�•_� approximately 17-23 int(109.7-148.4 cm2)of adhesive contact with the underside of the tile GaveConure 2. Apply a 4" (101.6 mm)3:4"f tQ1.6 mrn)x•P' (25.4..... mm)foam paddy onto the underlaynvf1t;u4 below • Rat&owProfileTile the second course line pgsitioned foam paddy ••.••• under the strengthening ribfpl flat the i or under tfia...: NaUthrough plasdccontent Singfepaddy under Me pan portion of the tile,crowwst fo the Ondgjack for (rfien required) p d (between ales) the second course tile tosbai�nstalled. 6••� .InsWe •6;••• approximately 8-9 int(5.1!656 o� 1 cm� adhesive•.•.. Battens paddytundertie) contact with the undersiVtMe tile. .• optional . . , • shmpe pad (Instructions continued on next page)an top OF •••• ' �4z4ku SW4e paddyon unddeenaayment Ear+e Qosure Eave CoursmFasda Medium ProfileTlle r r i a. NOA No.: 17-0322.03 MIAMMADE COUNTY Expiration Date: 05/10/22 �iiiiiiiiiiiiinjuxr r Approval Date: 04/27/17 Page 9 of 11 1 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Nan dmough Punic Single paddy under Hle (whenrequiredO 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x 3/4" Paddyleet,.eentlks) (19 mm)paddy on top of the eave course tile eanew Paddytundutnel surface as shown,on top of the strengthening rib °Q1 for flat tile or on top of the pan portion of the tile, swe1 closest to the underlock of the first course of tile. r Install second course of tile.Insure approximately 4x41n. i'`•� 9 (58.1 cm2)- 11 (71cm2)square inch adhesive , '� contact with the underside of the tile at the overlap z_4 ~`wyon and 7(45.2 cm )-9(58.1 cm )square inch top ofti adhesive contact with the underside of the tile at the head of the tile.Continue in same manner. Ene torose asda •••• Weephvle ••� 0000•• 0000•• loin 2 in. Ewe closure •• • • • • • Dtipedge 000.0• 0.0�0i • � •00.0• •000•• • • High ProffieT(le .... •• •....: .... . .. ..... .. .. . .. ...... 1 :. NOA No7-0322.03 MIAMMAne C0UNT r Expiration o.: 1 05/10/22 Approval Date: 04/27/17 Page 10 of 11 1 } • r t a ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" in Place enough adhesive to achieve 65 to 70 sq in. Steep peck applications in contact with the pan tile. (when required) (50.8 mm)x 10"(254 mm)x 1"(25.4 min)foam 2)Tum covers upside down.Place adhesive In paddy onto the underlayment positioned as to t In.from outside edge of cover tile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to { 25sq.in.contact area. a tiles from rocking until adhesive has a chance to Underlayment cure. ° o is 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2)—70J4§446 cm2) square inch adhesive contact with thAtAitlerside of the,pan tile. 1. . 4,9 Sheathing s••.•• v• •• •.••% Eave closure ••.i.• (motarshown) 3. Turn covers upside dov.exposingetjie tjndersJa ..e: MI"phole Fascia Board of the tile.Apply a mine 1"(25.4 oh)x 1 Q" • •��• (254 mm)bead of adhestm-f rectll on the inner.;,e• Remove top portion of the eave course cover tile.Abut to second course of edge of each side of th'ecd fer tile.Ceaw ...... pan tiles.Ensure eave end of pan and cover tiles are flush at eave line. approximately 3/4"(18eM;t0 1"(2504 mm) e • • Two Piece Barrel-High Profile Tile from the outside edge of the tile,idwar.Uree of••••• • foam to allow for expllV$ior1 :0000: 000 . . i.• . 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20(129 cm2)-25 (161.3 cm2)square inch contact area on each side of the cover tile to the ° pan tile. Continue in same manner.Trim away any cured exposed foam adhesive.Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized, stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE I NOA No.: 17-0322.03 MIAM4DAD;COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 I SNORES G Miami shores Village , Building Department 10050 N.E.2nd Avenue tiT $o`6 Miami Shores, Florida 33138 Pes to LORiDA Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: -_ 10050 NE 2nd Ave 0 •••••• Miami Shores, FI 33138 0.. . . ...... .. .. ...... *00000 Re: Owners Name: 0.00 ;....; .... . .. 0 Property Address: � 00 00.• Roofing Permit Number: •••••• • • • . 0 0 *00 . 0 Dear Building Official: •� •. . 00000• rtif that I a e imp oved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mi igation ofits f r Existing Site-Built Single Family Residential Structures as adopted by the Florida Building Co mission by ul B 3.047 F.A.C. Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of 20 Notary Public, Sate of Florida at Large (SEAL) FINAL COMPLIANCE Revised on 5/21/2009 M SNIORft • t"1% � iami Shoreis Village long googol" Building Department a 10050 N.E.2nd Avenue Miami Shores, Florida 33138 r"too �ORtiDA Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# DATE: INSPECTION AFFIDAVIT loll I VOY�•ll t fq J • licensed as a (n) Contrg�$j j�ngineer EAlchitect, ( Type) FS 468 Building lnspect'ol •��•,• Print name and circle License T • • • • • • • • J • • License#: � � •• •• ;•• •� •loll 000000 •••••• • On or about , I did personally inspe j the�oof deck f4ingdeik f4ing (Date&time) as • •• • "'••• work at `" • (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. e 1 1 Sworn to and subscribed before me this day of Notary Public, Sate of Florida at Large i I `General,Building,Residential,or Roofing Contractors or any individual certified under 466 F.S.to make such an inspection.Include photographs of each plane of the roof with permit#and address#dearly shown marked on the deck for each inspection ao a—H,,,,(711nIInIAIrf71f0M0 �, 1 a i OR- RW RkORW i 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. Renailing wood decks: When replacing roofing,the existing wood*roofdeck iint hoe to • be renailed in accordance with the current provisions of Section R4403. (The rQq{e�A is usua�y•• concealed prior to removing the existing roof system). 0.00 •• • .... . .. ..... 4• _Exposed Ceiling: Exposed,open beam ceilings are where the underside of th&roofdecking••••0- can be viewed from below.The owner may wish to maintain the architectural 4MDVice;therefore, • roofing nail penetration of the underside of the decking may not be acceptable•This lAovideC 144 Option 016.0.00 maintaining the appearance. 6. 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. ��r/Agenfs��te �/ Contractor Signature g ture Date Property Address Permit Number P Revised on 7/9/2009 LD;07/01/2015; I t