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RF-16-3189
Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permil Permit NO. RF -11-16-3189 Permit Type: Roof Work Classification: Tile Permit Status: APPROVED Issue Date: 11/22/2016 Expiration: 05/21/2017 Parcel Number Applicant 1286 NE 99 Street Miami Shores, FL 1132050090150 Block: Lot: ALAN SHERMAN Owner Information Address Phone Cell ALAN SHERMAN 1286 NE 99 ST MIAMI SHORES FL 33138-2643 (305)757-5503 Contractor(s) Phone OBENOUR ROOFING SHEET METAL t 305-757-2612 CeII Phone Valuation: Total Sq Feet: $ 27,984.00 3800 Type of Work: Re Roof Additional Info: RE -ROOF ENTIRE ROOF WITH NEW BORAIL Classification: Residential Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee i l Total::i Amount $500.00 $16.80 $4.88 $4.88 $5.60 $325.00 $9.00 $22.40 $888.56 Pay Date Pay Type Invoice # RF -11-16-62146 11/22/2016 Credit Card Bond #: 3261 Amt Paid Amt Due $ 888.56 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet 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 AFFI► IT: I certify th- all the construction a ni auth - 'ze a above-named contractor to do the work stated. g information is accurate and that all work will be done in compliance with all applicable laws regulating Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy November 22, 2016 Date November 22, 2016 1 GEOTECHNICAL 1 ENVIRONMENTAL MATERIALS TESTING I ASBESTOS I ROOF TESTING 1 INSPECTION SERVICES 1 DRILLING SERVICES o c DYNATECH ENGINEERING CORP. WWW.DYNATECHENGINEERING.COM CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH FLORIDA BUILDING CODE TEST POTOCOL TAS -106 MIAMI, January 6, 2017 PERMIT No. RF -11163189 CLIENT: Jim Obenour: OBENOUR ROOFING: 9822 NE 2nd Avenue, #9, Miami Shores, FL 33138 PROPERTY ADDRESS: Roof @ 1286 NE 99TH STREET MIAMI SHORES, FL 33138 TILE TYPE/ATTACHMENT: Double Roll Roof Tile Polyfoam Set. Testing Equipment: Humboldt Scale Model H-4620 The test results presented here reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof condition are continuously changing due to the exposure to the element and roof top traffic Inspected By: DB Test No. 1 - 70 Field 71 - 79 Corner 80 - 114 Perimeter 115 - 153 Ridge caps Test Location See Sketch Below See Sketch Below See Sketch Below See Sketch Below Field Uplift Pull Test Test Result > Than 35 LBS > Than 35 LBS > Than 35 LBS > Than 35 LBS Passed Passed Passed Passed ROOF TILE UPLIFT IN ACCORDANCE WITH FLORIDA BUILDING CODE TEST PROTOCOL TAS -106 ROOF SKETCH ti - 97 98 99 961 23 I I 1 1 17 21 951 1 18 941 931 .7 19 1 16 14 i 6/ 15/ 12 91 13 8 24 0 22 9 1 8 10 11 1.5 1 6 5 13 T1 :3 100 25 1 101 36 35 26 27 60 59 58 61 62 63 64 69 68 102 28 2 105 1 39 103 10a \J 106 107 108 7 34 33 70 M1 1 12 6 84 1 7 i 85 901 4 1' 1 7 1 42 1 1 86 2 3 69 14 57 29 125 . 50 54 65 12 41 42 109 1 40 47 38 32 \ 37 11E 30 31" 124 t23 49 48 55 \ \ 51 56 r` s 113 112 67 66 52 9 43 44 7 1 46 1 110 1 45 1 1 1 111 53 1 1114 3 82 81 80 17 2l 88 87 Sincerely -yours, telss 1-6-1'7 WissamNaamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 • Nur * ° o. 49584 `, ° ° gI STATE or ; 30 750 WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM EC Page 1 of 1 BUILDING PERMIT APPLICATION ElBUILDING ❑ ELECTRIC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED NOV 222016 FBCrr20 L Master Permit No.PR�0 3( act Sub Permit No. OOFING ❑ REVISION ❑ EXTENSION ElRENEWAL PLUMBING ❑ MECHANICAL ' DPUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: IMiami Shores /County: Miami Dade Zip: 3 31 3 Folio/Parcel#: ( / 52. b O o IQ v ( g0 Is the Building Historically Designated: Yes NO 4 4,1 s Occupancy Type: Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): (A)) r' GR_ x -t A iv Address: 12 D �p 5 `l % 1 ° -r- city: � City: I A u t i11 b 1' GState: F Tenant/Lessee Name: Email: 010 c of O) b4 V)( j 51 a 4-50 nC hone : --? z ,a \-2--- � fff CONTRACT R: Company Nam : I/ Address: BFE: �lFFE: Phone#:� -1 $ L ' 3 a b tf Zip: 3-3 1 b Phone#: E 7- A v -e N c� City: 1.1 S\) O C -S State: Zip: 3 3 t ' Qualifier Name: j(11, 11..Q G5 (9 c-14. i) 0 V Phone#: ©`5 75 abs State Certification or Registration #f60-0.-- 0 n Jb Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: Value of Work for this Permit: $ c 7( City: State: Zip: Square/Linear Footage of Work: 3 CS 6 Type of Work: ❑ Addition ❑ Alteration ❑ New Description of Work: /0ew & ao 1 i c Specify color of color thru tile: %0 h f �G Submittal Fee $ Scanning Fee $ Technology Fee $ Permit Fee $ Radon Fee $ Training/Education Fee $ I( ti1'c- (4- CCF $ 1c, • en DBPR $ 5 -CO Double Fee $ /1U CO/CC $ VJ Notary $ Structural Reviews $ 0 Bond $ 53 • CO TOTAL FEE NOW DUE $ ass • (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, 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 be approved and a reinspection fee will be charged. Signature b Signatur OWNER or AGENT CONTRACTOR The ft egoing instrume t was ack owledged before me this The foregoing instrument/was acknoledgeed before m/e this lb day of b ii e (-c �'%t ,20 i L , by / day of / " O Ve'A eA-20 / % , by ft A i\) (,h r R A(A)'-, who is personally known to di Al t5 b obelIf 0 V , who is personall 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: �A '. Notary Public - State of Florida 9lal': �� : •_ My Comm. Expires Apr 15, 2017 �r" Commission # FF 8417 ( '8 i"s. Bonded Through National Notary Notary Public - State of Florida O• _ My Comm. Expires Apr 15, 2017 ui Commission # FF 8417 H 'PO Bonded Through National Notary Assn. ********************************************************************** APPROVED BY Plans Examiner Structural Review (Revised02/24/2014) Zoning Clerk Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue , Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami 'Shores, FI 33138 Re: Owner's Name: P I N v.) Date: Property Address: \$ (0 Q °. �-- Roofing Permit Number: Dear Building Official: 1A-G,L, certify that I am not required to retrofit the roof to wall connections of my building because: v1The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature fr? —S7k, 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 1 day ofD\ Notary Public, Sate of Florida at Large CA -4--k erc 1–e A • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 a �'> OFFICE OF THE PROPERTY APPRAISER 11/21/2016 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3205-009-0150 Property Address: 1286 NE 99 ST Miami Shores, FL 33138-2643 Owner ALAN D SHERMAN &W DANA R Mailing Address 1286 NE 99 ST MIAMI SHORES, FL 33138-2643 Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2 / 0 Floors 1 Living Units 1 Actual Area 2,673 Sq.Ft Living Area 2,061 Sq.Ft Adjusted Area 2,355 Sq.Ft Lot Size 10,900 Sq.Ft Year Built 1952 Assessment Information Year 2016 2015 2014 Land Value $365,521 $332,869 $293,868 Building Value $163,908 $165,274 $162,330 XF Value $39,152 $25,969 $26,273 Market Value $568,581 $524,112 $482,471 Assessed Value $267,021 $265,165 $263,061 Benefits Information Benefit Type 2016 2015 2014 Save Our Homes Cap Assessment Reduction $301,560 $258,947 $219,410 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (.e. County, School Board, City, Regional). Short Legal Description EARLETON SHORES PB 43-80 W5OFT LOT 2 & E5OFT LOT 3 BLK 2 LOT SIZE IRREGULAR OR 15703-3049 1192 1 Generated On : 11/21/2016 Taxable Value Information Previous Sale 2016 2015 2014 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $217,021 $215,165 $213,061 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $242,021 $240,165 $238,061 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $217,021 $215,165 $213,061 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $217,021 $215,165 $213,061 Sales Information Previous Sale Price OR Book -Page Qualification Description 11/01/1992 $178,000 15703-3049 Sales which are qualified 06/01/1983 $139,000 11836-3573 Sales which are qualified 03/01/1980 $118,000 10702-0209 Sales which are qualified 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 http://www.miamidade.gov/info/disclaimer.asp Version: Application Number Cost Estimate of Reconstruction / Improvement Date % r Address 8' 4- A/Fs This cost estimate of reconstruction/improvement must be prepared by and signed by the contractor or by the owner if the owner acts as the contractor. Owners who act as their own contractors must estimate their labor cost at the current market value for any work they intend to perform. Sub -Contractor Bids I+ Contractor or Owner :0 71 --4)� Bid Amounts (see note "D") 1. Masonry 2. Carpentry Material (rough) 3 • bor (rough) Roofin ation and Weather-strip 6. Exterior Finish (stucco) 7. Doors, Windows & Shutters 8. Lumber Finish 9. Hardware 10. Drywall 11. Cabinets (Built-in) 12. Floor Covering 13. Plumbing 14. Shower/Tub/Toilet 15. Electrical .& Light Fixtures 16. Concrete 17. Built-in Appliances 18. HVAC 19. Paint 20. Demolition & Removal 21. Overhead & Profit Material /Labor Costs Costs / � ICosts— � SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE Property Address: Contractor's Name: PROPERTY OWNER'S SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT leZ PO- rO'g )9e1Jbo4 ri? Property Owner's Name p (1 ` ` — elLIL,t. A Dv Property Owner's Address: Property Owners Phone -7 43 ( 3 O Number: W [� 1 hereby attest that the list of work and cost estimate submitted with my Substantial Damage or Substantial Improvement Application reflects ALL OF THE WORK TO BE CONDUCTED on the subject structure including all additions, improvements and repairs and, if the work is the result of Substantial Damage, this work will return the structure at least to the "before damage" condition and bring the structure into compliance with all applicable codes. Neither I nor any subcontractor or agent will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT 1, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF F\ - COUNTY OF ))gv N'e Before me this day personally appeared /� VJ �� , who, being duly swom, deposes and says that he/she has read, understands, and agrees to comply with all the afore toned co Property Owner's Signature Sworn to and subscribed before me this y Iv Notary Public State o My commission expi 20 a6-` A. DUFFIN -- ; : Notary Public - State of Florida • My Comm. Expires Apr 15, 2017 w� 1111 t. . F,Ae Commission # FF 8417 Bonded Through National Notary Assn. SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE Property Address: / -, 1 Property Owner's Name: Property Owner's Address:. Property Owner's Phone Number: Contractor's Name: O O {` `(Contractor's �s Address: 2 , 2. '1-vt S ) Ves` 3 ) 5c( 5O Flood Zone BFE Lowest Floor Elevation (Excluding garage or carport) APPLICATION FOR SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT REVIEW Contractor's PhseNumber: Check one of the following: [ J I am attaching a State Certified Appraiser's report, valuing the structure at: am not attaching a State Certified Appraiser's report and I accept the use of the valuation my property that has been recorded by the County Property Appraiser's Office. of SIGNATURES: Property Owner: Contractor: ,� Florida Building Code Sth Edition (2014) • • ... • . • .• High -Velocity Hurricane Zone Uniform Permit Application RIM • • INSTRUCTION PAGE . • .... .• . . . . .... . •. .. .• . .. .• .. .... . .• . COMPLETE THE NECESSARY SECTIONS; Off • THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: .•. . . • . . ... . •.. .. • . • ... • . ... •... . • .. .. . Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re -Roofing Only) 7. Any Required Roof Testing/Calculation Documentation • Master Permit No. i ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • • • • Florida Building Code 5th Edition (2014) • • • • • • .1 • • • •••••E High-+felocity Hurricane Zone Uniform Permit Application Fgrmt •• • • • •• •• • •••• •• •• •••..1 Section A (General Information) 3rf) Contractor's Name d ` A"C c"/-/ZCe'j`-i' 7 /j a ti; % f sT,efE Job Address � �' Process No. • • •• •• • - •• • • • • • • •- • • • • . •. •. •• .•.• . r . -. •. • ❑ Low Slope ❑ Asphaltic Shingles O New roof ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal PaneVShingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ Rs':pair 0 Maintenance Low Slope Roof Area (SF)_ I ' Mortar/Adhesive Set Tiles 0 Wood Shingles/Shakes pst Reroofing 0 Recovering ROOF SYSTEM INFORMATION _ Steep Sloped Roof AREA (SSF)3/ 15 Total (SF) ' 7 `i �! 1 1 1 1 1 1 1 1 1 1 1 1 1 Section B (Roof Pian) 1 Sketch Roof Plan: Illustrate all la_rels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- 1 sions of sections and levels, cleat ly identify dimensions of elevated pressure zones and location of parapets. 1 1 1 1 1 1 1 1 1 660 J FLORIDA BUILDING CODE = BUI't.DING, 5th EDITION (2014) 15.37 1 1 1 1 1 1 1 1 1 1 1 1 1 Florida Building Code 5th Edition (2014)• • • High -Velocity Hurricane Zone Uniform Permit Application FBfm' • Se4:•tion D (Steep Sloped Roof System) .... •••• • ••••M• • • • .••• • • ••• • • • • Roof System Manufacturer: goil--4 ( d_/-" .. • •• •_• Notice of A *ptance Number: / " 0 %/ /' o • • Minimum Design Wind Pressures. If Applicable (From RAS 127 P1: '/it ‘l P2: /1' JJ P3:,1‘/d or Calculations): Maximum Design Pressure t (From the Ni )A Specific System): /C !J Method of file !y e attachment: . dal �' Roof Slope: 1Y :12 {Steep Sloped Roof System Description Type: • • • • 1 ;•••• • • • • • aide /47*__ ype Underiayment: nsulation. Ridge V 'dilation'? t re Barrier: astener Type & Spacing: dhesive Type: Mean Roof eight: / /kg !c ch6 /d "C) C od ,744 -- ype Cap Sheet: * 2,2q oof Covering: 111/11% f&t a/4/h Type & Size Drip dge: 3 yfij,-4hvilvs /fg t i'/ !Oa- A Li/With/44 ti Florida Building Code 5th Edition (2014) Hid h -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment led die systems, choose either Method 1 or 2. Compared the values for Mr with thy: values from M,. If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the ale attachment method is acceptable. 11ethod 1 "Moment Based Tile Calculations Per RAS 127" (P1: x7.1 .TN s ad/ )-Mg: 1 k L =Mal `ll LI NOA MM (P2:G4; 1 za :3/J' h �)-Mgel.4 L —r3 NOA M 4':1 1 (P3:00,1 z711,3/i'=34 ?))— Mg: IIC2 = L NOA Alf Method 2 "Simplified The Calculation Per Table Below" Required Moine at of Resistance (Mr) From Table Below NOA 1414 Mr Required Moment Resistance* 15' 20' 25' 30' 40' Roof Slope Where to $m4 • . RAS 127 Table 1 or by an mgineumg emtyml ptepatedby P .I 7 • 34.4 36.5 38.2 39.7 42.2 32.2 34,4 36.0 37.4 39.8 t 30.4 32.2 33.8 35.1 37.3 5:t: 284 30.1 31.6 32.8 34.9 • : 26.4 28.0 294 30.5 32A .1: ! 24.4 25.9. 27.1 282 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward Cour ty Board of Rules and Appeals. For Uplift bi sed tile systems use Method 3. Compared the values for F' with the values for F4 If the F' values are greater than or equal to the F, values, for each area of the rc,of, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pm: zl: z w:= 1—W:—xcos 9:_= F11: NOAF (P2 : z 1: z w: _ ) — W: z cos 8: = Fes: NOA F (P2: zI: = z w:_ )—W: zcdsB:_= Frs: NOA F' 1 Where to Obtain Information • •_ _ • _ Description Symbol P1 or P2 or P3 Where to $m4 • . RAS 127 Table 1 or by an mgineumg emtyml ptepatedby P .I 7 • . ptASCB , Design Pressure ,Akan Roof Height 11 g Job Site Job Site_ • - 1 1 l Roof Slope Aeto'lyoamioM�lier X NOA . - - • • • • Restosmg Mac'amt doe to Gtavity M. NOA •••• • • • AO cbmam Resistance Mr NOA • • • - Required 1'Ra nent Resistance M, Calculated • • • • . • • Minimum Ate.chmeat Resistance F NOA Require i Uplift Resistance F, Calculated • • • _ - Amange Tile Weight W length w= width NOA NOA • • • • • •• • • •••• Tile Dimensions All calculations must be =budded to the Building Official erthe time ofpeamit application. • • . • • •. • • •••• • • •••• •• 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 roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4. -S - Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6.h w S _ 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 R44 , R4403 and R4413. al/A,„3 .(/ /I i( Owner/Agent's Signature D to Contractor Signature Date (to Ai 5 'I -- Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number • • .. .. . 0000 . • ...0 . • .. .0 • 0000-. . . . • • • .. . • • • . • • . • .. . • . • • .. . . • • . . . 0000 • • . . • MIAM COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Boral Villa 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then:t rh:11 be done in its entirety. . • • .. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactufef't'its distt!ibutors 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 Gaspar J Rodriguez. MIAMI-DADE COUNTY APPROVED .... • .. . . ..• .. .. • • • • . • .. . .. . • • . .. • . • .. • • • • . . • . . . .... • . . .. • • . NOA No.: 16-0711.04 Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 1 of 7 • ROOFING ASSEMBLY APPROVAL CateEorv: Sub Category: Material: Roofing Roofmg Tiles 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 Applicant Dimensions Boral Roofing Villa 900 Length = 17" Width = 13" 1/2" thick Trim Pieces 1= varies w = varies varying thickness Test Specifications TAS 112 Type lb Class III TAS 112 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with three nail holes and double rolls. For direct deck, batten, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at ridges, hips and rakes. Product Name Product Description ICP Adhesives Polyset AH -160 Two component polyurethane foam adhesive. ICP Adhesives Polyset RTA -1 Single component polyurethane foam roof tile adhesive. TILE BONDTM Roof Tile Adhesive Single component polyurethane foam roof tile adhesive. "Tile Tite" Roof Tile Mortar Premixed, pre -bagged roof tile mortar. 2.2 MANUFACTURING LOCATION 2.2.1. Lake Wales, FL MIAMI-DADE COUNTY APPROVED Manufacturer (With Current NOA) ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. The Dow Chemical Company Bermida jtoof Co!Inc. •• • • • • • • •••• •• • • .• . • • .•.•• .• •• • . • • .• ••• •. • • •• •• •• • • •• • • • .• . .•., • • •• • • • • • • • • • • • • • • • NOA No.: 16-0711.04 Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 2 of 7 • 2.3 EVIDENCE SUBMITTED Test A2encv Nutting Engineers Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. American Test Lab of South Florida MIAMNDADE COUNTY APPROVED Test Identifier 13343.1 7161-03 Appendix III 7161-03 Appendix II P0402 94-060B 94-084 P0631-01 Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC -76 25-7183-1 25-7183-2 25-7214-2 25-7214-6 528454-2-1 520109-2 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations RT0617.02-16 Test Name/Report TAS 112 Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Wind Tunnel Testing TAS 108 (Mortar Set) Wind Tunnel Testing TAS 108 (Nail -On) Wind Driven Rain TAS 100 Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing TAS 101 25-7183 25-7094 25-7496 25-7584 25-7804b-8 25-7804-4 & 5 • . . .. . •••• . . .... . . 25-7848-6 Aerodynamic Multipliers : Two Patty Adhesive Set Systeilt Restoring Moment Due to Gravity TAS 112 Date Apr. 2006 Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 Aug. 1994 Oct. 1994 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 v1acha 1995 I ebru uy 1996 ' April 1996 I]acember 1996 • ..: • . . •• . .. . • . • •• . • • • 09401/16 • Ajril 1999 .•00/d1/16 06/29/16 . . • • • NOA No.: 16-0711.04 Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 3 of 7 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 compliance with applicable building code. 4. INSTALLATION 4.1 Villa 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Villa 900 Concrete Tile 10.90 1.42 1.08 Table 2: Aerodynamic Multipliers - X (ft3) Tile X (ft3) X (ft3) Profile Batten Application Direct Deck Application Villa 900 Concrete Tile 0.291 0.315 Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) • • Tile Profile 2":12" 3":12" 4":12" 5":12"6":1�;.• : , ... 7":12" or, : •bter ..., Villa 900 Concrete Tile Direct Deck Direct Deck Battens Direct Deck Battens Direct Deck Battens •D$reot . Dec t Batters :•. • • Direct o. Deck 7.70 7.62 6.56 7.50 6.42 7.34 6.26 7.15 6.05' 6.95*:' MIAMI DADE COUNTY APPROVED • • •• •• • • • • • •• • • • • • • • • • • :• • •• •• • • • • •••• • • • .• NOA No.: 16-0711.04 Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Mechanically Fastened Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Villa 900 Concrete Tile 2-10d Ring Shank Nails 27.8 37.4 28.8 1-10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2-10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance 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 Polyset® RTA -1 one -component foam, minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Paddy Adhesive Set Systems Tile Profile Tile Profile Tile Application Minimum Attachment . Resigtattee •••11 Villa 900 Concrete Tile ICP Adhesives Polyset® AH -160 two -component foam •.. • : 86,+614 . ICP Adhesives Polyset® AH -160 two -component foam • 45.55 •••• '•• • 4 Large paddy placement of minimum 54 grams. • ••41 5 Medium paddy placement of minimum 24 grams.• • •• •• • •••• . .. .... •. . . . . •• • • Table 7: Attachment Resistance Expressed as a Moment - Mt aIbf) : • •• •••• for Mortar Set Systems . .. • • . •••• Tile Profile Tile Application • Attachment*' • . • • f4esistarlee: • _ •••• Villa 900 Concrete Tile Mortar Sets 20.60 .. . 6 Tile-Tite Roof Tile Mortar. MIAMEDADE COUNTY APPROVED NOA No.: 16-0711.04 Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 5 of 7 .• • •• • • 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". LABEL FOR BORAL VILLA 900 CONCRETE TILE (LOCATED ON THE UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. MIAMI•DADE COUNTY APPROVED • • • • • • • • • J • • • • • • •••• •• • • • • • • •••• • •• •• • • • • • • •• •• • '•• • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • • •• • NOA No.: 16-0711.04 Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 6 of 7 PROFILE DRAWING 21 An VILLA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED . . . • • • ... • • • • • • • • • •••• .. • • • • .. • •••• • .. ... • . • • • .... • .. • . • . • • . .. • • • ..• •... • • • .. NOA No.: 16-0711.04 Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 7 of 7 MIAM COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44th Street Coral Springs, FL. 33065 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 ww w. mi a mid ad e.gov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 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. TERMINATION of this NOA will occur after the expiration date or if there has been 2, revision o; L▪ fiart▪ ge in thy..• materials, use, and/or manufacture of the product or process. Misuse of this NOA as an enddrsefh$rt of any esoduct, for . sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with. any section•af~ • • • this NOA shall be cause for termination and removal of NOA. • .... .. . . . ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, F1dYMQt, and fb110 ?ed by the• • expiration date may be displayed in advertising literature. If any portion of the NOA is dispiaweap then it shall•be doorg• in its entirety. • • • • . . • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer.or its drl&Ih tors 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. MIAMI•DADE COUNTY APPROVED NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 1 of 11 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: Product ICP Adhesives Polyset®AH-160 ICP Adhesives Foam Dispenser RTFI000 ICP Adhesives ProPack® 30 & 100 Dimensions Test Specifications N/A TAS 101 N/A N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment 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: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 +0.07% Volume Change c( 40P ., 2 we k..s.. +6.0% Volume Change @1513°F., l 00%eljurniClity, 2 weeks ASTM D 2856 86% 1.6 lbs./ft.3 18 PSI Parallel to rise • . • • . .. • Resitltt • • •. • . . .•.. 12 PSI Perpendicular to rise 28 PSI Parallel to rise • • • • • • 0.08 Lbs./Ft2 3.1 Perm / Inch • • • • • • • • ..• • .• • •• ..• • .• • . • . • • 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. MIAMI•DADE COUNTY APPROVED NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 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 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 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 • LIMITATIONS: . • • • •. • • • • • 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Asseippj j4r fire ratiug. . • 2. ICP Adhesives Polyset® AH -160 shall solely be used with flat, low, & high tile profilge. • • • . : • . • . •• .... . .. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard.L. • • • .• • • 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AYH -110 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 theiFlorida Buikiing Bode a . Rule 61G20-3 of the Florida Administrative Code. • .• MIAMI.DADE COUNTY APPROVED •• • •••• • • • • • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 3 of 11 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 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. 8. 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. MIAMI-DADE COUNTY APPROVED • • • •1. .• . • • • •'• • • • • •••• .. • • • • • • ••••• • •• •• . . •• • • • . • • ••• •• • • •• • • • •• • • • • • • • • • . •• • •••• • • • • • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Area Minimum Paddy Gram Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 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 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at head of tile 9-11 sq. inches at overlap 12 grams per paddy Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead 17 grams per bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: 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 Miami - Dade County Product Control Seal as shown below. MIAMI-DADE COUNTY APPROVED BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI-DADE COUNTY APPROVED .. . • . .. . • . . • . .... .. . • . . • ....• . .. . . . • . . . . .. . .. . • . . • .. . . .... . .• .. • • • • . • • • . NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 MIAMI-DADE COUNTY APPROVED Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 nun) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 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. Medium Profile / Double Pan Tile 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 overlock of the tile being set. 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. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (2511.41pA foam paddy onto the underla}Timenfositioned as shown under the pan portion of the tine closest•tertte overlock of the tile being•, • • • 2. Continue in same mannes..bieure approriii ately 17... • (109.7 cm2) — 23 (148.4•0114)./quare: nih adhesio • • • contact with the undersitlt; OPthe tile' • • • • .• . . . .... . . . • . • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 MIAMI•DADE COUNTY APPROVED Flat/Low Profile Tile 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 strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12 (77.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 min) 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 overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlocLC of tie tile being set. • . • 3. Continue in same manner. uie•approximately 12"• (77.4 cm2) - 14 (90.3 cm2)•stptate inch adhesive contact with the underside oftfl84tile. ' . . . (Instructions continued on n,4 pgge) • . • . .. . .. . •.• • ..•• • • • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) MIAMFDADE COUNTY APPROVED High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 min) foam paddy 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) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. • . . . . .. . • • . . • . ...... . • . • . • • . •••• • .. • . .. • . . . ..• .. . • .. • • . • .. .. • •••• • • • .. .. • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Rat/Low Profile Tile Moditen ProflleTlla MIAMI•DADE COUNTY APPROVED 1. On the eave course only, 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 strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in2 (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 in2 (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) • • • • • • • • •• • • •• • • • • ••.• •• • • • • • • • • •••• • .• • • •• • • • • •• •• • .• • • • • • • • • • • • • • • • • • • • •• • •••• • • • • • •• • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nigh ProfleT[iie MIAMIOADE COUNTY APPROVED 3. Also apply a 2" (50.8 mm) x4"(101.6mm) x3/o" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71 cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. • • • • • • • •• • • • • • • • • • • •••• •• • • • • • • • • •••• • •• • • • • • • • • • •• •• • •• •••••• • • • • • • • • • • • ! • • • • • • • •• • •••• • • • • • •• • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 10of11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to addeve 65 to 70 sq. in. in contact with the pan tile. 2) Tum covers upside down. Mace adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area. Underleyment Steep pitch applications (when required) Eave dosur• (motar shown) Weephole Fascia Board Sheathing Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensue cave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile MIAMI-DADE COUNTY APPROVED Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 nun) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) 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 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) hailers or ttg An}yire system using galvaniied,StainlesS steel, or copper wire and compatible nailsaltay be used. END OF THIS ACCEPTANCE • ••.• • • •••• • •• • • • • • •• •• • • • •. • •• •. • .. • • • • • • • • • .• • • • • • • • • • • • • • •• • • •.•• • • • •. • • • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 11 of 11 •