Loading...
RF-17-2325Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address (Permit Parcel Number Issue Date: 9/2812017 Permit NO. RF-9-17-2325 Permit Type: Roof Work Classification: Tile/Flat Permit Status: APPROVED Expiration: 03/27/2018 Applicant 17 NE 105 Street 1121360060100 Miami Shores, FL 33138- Block: Lot: OLIVER & ANDREE STEPHANIE owner in rmauon Address Phone Cell OLIVER & ANDREE STEPHANIE 17 NE 105 Street I --- - - -- MIAMI SHORES FL 33138- 17 NE 105 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone A PLUS QUALITY ROOFING COMPAN (305)807-8804 Type of Work: Re Roof Additional Info: RE -ROOF TILE AND FLAT Classification: Residential Scanning: 3 Fees Due Amount CCF $2.40 DBPR Fee $3.75 DCA Fee $3.75 Education Surcharge $0.80 Permit Fee - New Roof $250.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $272.90 Valuation: $ 3,500.00 Total Sq Feet: 500 Pay Date Pay Type Amt Paid Amt Due Invoice # RF-9-17-65180 09/28/2017 Check #: 535 $ 272.90 $ 0.00 Avauame Inspection Type: Up Lift Report Tin Cap (Tile In Progress Roof in Progress 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 AFFIDAVIT ,e r� that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and uth r or , I authorize the above -named contractor to do the work stated. September 28, 2017 / Applicant / Contractor / Agent Building Department Copy September 28, Te�kv &ma,4d—a�& -7? /, F3oS-z�qle003) 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 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ROOFING RECEIVED SEQ�Q�1�1 FBC 20 -I Master Permit No. Sub Permit No ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I "a - City: Miami Shores 3 3 County: Miami Dade Zip: Folio/Parcel#: I I " 2..13 ID 0 d 6 " Q 1 b 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: o �� V^ Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): 0V V i C--\ SC.`CU O� Phone#: Address: \ —1 \-4 C:-- D S S'C ` City: \-A vo-*-1,�, State: zip: 3313 g Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: �� `� �ip� y Phone#: 8O5 ` gd1- $g Address: City: State: �r� Zip: Qualifier Name: ne#: State Certification or Registration #: �. ��\ -3� 10 1 (o3 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 3 S Q Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New "�s Repair/Replace ❑ Demolition :Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ T Training/Education Fee $ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ SI -c Imo/- ----1 ICJ (Revised02/24/2014) TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 0-4� OWNER or AGENT The foregoing instrument was acl nowledged before me this 'ni2Z. day of �� �? ~�i 20 % 7 by L9 \ i V e`c Nj� who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Seal: oozy lute, DEMA RODOLEZ r My COMMISSION # FF 156456 EyppFS: November 30, 2018 fhru COO Notary Ser" Signature CONTRACTOR The foregoing instrument was acknowledged before me this ZZ- day of��� F �bF� 20 17 by ©;�otiF C;,%C5 �1Zi�'ZZ, who is personally known to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: .�` "�'� My t;OMMI 1,14 � AB �s. pe Bo dedEThN o�9e ,,30,20 ry Sernce5 .cft i�J q�E 0, F�0 ############################ ##### ######################################################################## APPROVED BY �� Plans Examiner Zoning as Structural Review Clerk (Revised02/24/2014) To Re: Miami Shores village 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. Miami Shores Village Building Department Date: A 10050 NE 2nd Ave Miami Shores, A 33138 Owner's Name: 0A) k k V e.: Property Address: \ `"1 N E— \ D '�> %A Roofing Permit Number: Dear Building Official: I M V ex certify that I am not required to retrofit the roof to wall connections of my building because: XThe 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 State of Florida County of Dade Print Name 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 SC-V\ Olzs IA s MV coumss10N # FF 0 2 dTncuBuagtaNse�rrk1B Notary Public, Sate of Florida at Large�C�T —GC �rgTf OF rr�� 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 bui:dir,,g application from a General Contractor for the Roof to wall connection Hurricane Mitigation. Revised on 5121009 Property Search Application - Miami -Dade County http://www.miamidade.gov/propertysearch/#/report/summary OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-006-0100 Property Address: 17NE105ST Miami Shores, FL 33138-2030 Owner OLIVIER SERVAT ANDREE STEPHANIE SERVAT LAGATTU Mailing Address 17 NE 105 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/1 Floors 1 Living Units 1 Actual Area 1,562 Sq.Ft Living Area 1,312 Sq.Ft Adjusted Area 1,437 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1940 Assessment Information Year 2017 2016 2015 Land Value $230,638 $198,007 $163,894 Building Value $111,684 $112,517 $100,015 XF Value $915 $930 $756 v Market Value $343,237 $311,454 $264,665 Assessed Value $342,599 $311,454 $116,5812 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $148,083 Non -Homestead Cap Assessment Reduction $638 Homestead Exemption $25,000 Second Homestead I Exemption $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description WINNINGS MIAMI SHORES EXT NO 2 PB 41-78 -i u LOT 10 BILK 202 ---------- LOT SIZE 75.000 X 123 OR 17699-3084 0697 1 Generated On : 9/22/2017 Taxable Value Information 2017 2016 2015 County Exemption Value $0 $0 $50,000 Taxable Value 1 $342,599 $311,454 $66,582 School Board Exemption Value $0 $0 $25,000 Taxable Value $343,237 $311,454 $91,582 City Exemption Value $0 $0 $50,000 Taxable Value $342,599 $311,454 $66,582 Regional Exemption Value $0 $0 $50,000 Taxable Value 1 $342,599 $311,4541 $66,582 Sales Information Previous OR Book - Sale Price Pa a 9 Qualification Description 09/09/2015 $420,000 29783-0421 Qual by exam of deed 06/01/2005 $0 23585-2677 Sales which are disqualified as a result of examination of the deed 06/01/1997 $108,000 17699-3084 1 Sales which are qualified 09/01/1996 $62,500 17356-4824 Other disqualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Mami-Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: 2 � ROOF ASSEMBLIES AND ROOFTOP STRUCTURES a ding Code 5th Edition (2014) RECEIVE 1 It urric a Zone Uniform Permit Application Form. SEP 2 8 017 Section A (General Information) Master Permit No. Process No. 2—A Z S 1 Contractor's Name � U S Up`\ 1 Job Address S S� 1 t ROOF CATEGORY 1 1$1 \— Low Slope ❑ Mechanically Fastened Tile T� Mortar/Adhesive Set Tiles 1 1 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1 ❑ Prescriptive BUR-RAS 150 1 ROOF TYPE 1 ❑ New roof ❑ Repair ❑ Maintenance ""3 Reroofing ❑ Recovering 1 ROOF SYSTEM INFORMATION sees1 Low Slope Roof Area (SF) � Steep Sloped Roof AREA (SSF) rJ' Q Z) Total (SF) -� * • • • • • • • .. • • Section B (Roof Plan) "'""• • 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers androve; ow drairVIpcUle dimes--• Is • ••+ • • it •9�• •rr66 • 1. 1• 1 I 1 t 1 t 1 1 1 1 1 1 1 1 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2414) 15.37 1111i l�li [I' l l 4 Copyright to, or licensed by, [CC (ALL RIGHTS RESERVED); accessed by Elieaor Palacio on Jun 8, 2015 10:32:12 AM pursuant to License NI[' Agreernaw. No further reproductions authorized. im, Florida Building Code 5th Edition (2014) High Velocity Hurricane Zone Uniform Permit Application Form section U (Steep Sloped Roof System) Roof System Manufacturer: c, esVVIC� Notice of Acceptance Number: % L - b 3 \' 1. O L Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: Maximum Design Pressure (From the NOA Specific Svj P2: 6 T.1 P3: 10 1), Method of tile attachment: . . .... ..... Steep Sloped Roof System Descril2 ...... .... io'�;"' ..... • .... . .. ..... Deck Type: ...... ... ..... Iwo t� oo S � ...... • ype Underlayment• • • • • Roof Slope: '3 p �,p. • • • • nsulation: • ' _ a 12 Ridge Ventilation? Mean Roof Height:_ 12 ill Spacing: Type Cap sheet: �\ oof Covering: Tpe & Size Drip Type Zlo 23_01-48 8/15 PAGE 4 Florida Building Code Sth Edition (201-4) High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or L Compared the values for Mrwltb the values from M� If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the the attachment method Is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (PI, - M8: `7. -1 1 = n�rt NOA 1V* i, 3 (P2: M" z x , Z-I 2 - 18 ,�13, - ME: i. -? 1 : N6 11, ZZ NOA A* (P3:Z = Z_?= 2S3_001- MS:t M O.7.�n1 NOA 11h Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (1Q From Table Below NOA A* M, Required Moment Resistance* can ht Roof Slope 15, Zoo ?fir 3W 4, 21234A 30.6 X2.7 .Z 3'12 32.2 34 3 AA 4.• 2 30A 32.2 33.8. . . 5:1 2g 30.1 3.6 7�• �•..• .• • 28.0 28 .. �. Fq•4 7:Ej .9ZT.1 28 • . *Mast be used in conjunction with a list of moment based tile systems endorseQ•v tie • • • Broward County Board of Rules and Appeals. • • • • • • • For Uplift based We systems use Method 3. Compared the values for F"with the • values for Fr If the Fr values are greater than or equal to the F, values,Xor„ ch area ,of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pi : z l: = z w: = —J - W: z cos B: = F.,: NOA F (PZ : z 1: z w: _ _a - W z cos O = Fry: NOA F' (P3: z l: _ = w: = )- W: z cos 9: = Fri:NOA F' Where to Obtain Information Description Symbol Where to find Design Ptessmna Fl orF2 orP3 RAS 127 Table for by an ending analysis prepared by PE based on ASCE 7 Mean Roof Hei H Job Site Roof Slope g Job Site Aerodynamic Multiplier NOA Reftrift Moment due to 43mvity M2 NOA Attachment Resistance Mr NOA Required Moment Resistance M. Calculated ATnimum Attachment Resistance F NOA Requimd Uplift Resistance Fr Calculated Avma aTile W t NOA Tile Dimensions != d vv= widwielf6 NOA All calculations must be submitted to the Building Offi—W at the time OfVmudt application. • • • • • _ -vo ., I.. rm,,r 0 ` / 1 1 M�IAM� MIAMI-DADE COUNTY ILJILLI 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 Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Tiles LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and follo mA statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. 0 0 6 : 0 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no ciluffe• 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 tits • . materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any prodxotp • • 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.15-0223.18 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. 4-A— NOA No.:16-0314.06 �'�q t oUwTr Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 1 of 9 •••• • • •••• •••••• . 0000 . • •• ••••• • • • • • • • • • • • • •• • 60460 • . • • • • • . • ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For use in 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 Bel Air Lenght = 17" TAS 112 Flat profile concrete roof tile equipped with two Concrete Tile Width = 12'/4" Type 3a nail holes. For adhesive set, direct deck or Thickness = V? Class III battened nail -on applications. Bel Air Double Eagle Lenght = 17" TAS 112 Flat profile concrete roof tile equipped with two Concrete Tile Width = 12'/4" Type 3a nail holes. For adhesive set, direct deck or Thickness ='/2' Class III battened nail -on applications. Ponderosa Lenght = 17" TAS 112 Flat profile concrete roof tile with slate finish • . Concrete Tile Width = 12 '/4" Type 3a equipped with two nail holes. For adhesive sot . • • " • • • • ; • Thickness ='/2" Class III direct deck or battened nail -on applications 0 0 ; . ". • ...... • .... ...... Ponderosa Double Eagle Lenght = 17" TAS 112 Flat profile concrete roof tile with shake TWA* • Concrete Tile Width = 12 '/4" Type 3a equipped with two nail holes. For adhesiAW, : • 0 00 • • Thickness ='/Z' Class III direct deck or battened nail -on applications' • • • • **:go. Golden Eagle Lenght = 17" TAS 112 • U . 41 41 • Flat profile concrete roof tile brushed finish • • .. . • . U . • • • • 000000 Concrete Tile Width = 12 %4" Type 3a equipped with two nail holes. For adhes+&-gm; • . .' Thickness = %2" Class III . . direct deck or battened nail -on applications. • . . 0 0 0 6:0 Trim Pieces Lenght = varies TAS 112 Accessory trim, clay roof pieces for use atl ips, a U ... . 00046; Width = varies rakes, ridges and valley terminations. • . ; varying thickness Manufactured for each tile profile. NOA No.:16-0314.06 ► LPJ410ADECOUN Y Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 2 of 9 2.1 EVIDENCE SUBMITTED: Test Aaency Test Identifier PRI Asphalt Technologies ERPF-001-02-01 Redland Technologies 7161-03 Appendix III Redland Technologies 7161-03 Appendix III Redland Technologies 7161-03 Appendix II Redland Technologies P0402 Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. ATL of South Florida Letter Dated Aug. 1, 1994 P09647-01 94-084 25-7094-(2, 5, & 8) 25-7183-(5 thru 6) 25-7214-(1, 5, & 8) 25-7487-2 25-7496-(1 & 4) 25-7804-6 520109-1 520111-4 520191-1 Calculations Calculations RT 1214.01-15 Test Name/Reoort TAS 112 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments Due to Gravity TAS-112 Date Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 Aug. 1994 May 1994 Oct. 1994 Feb. 1995 March, 1995 ••• Dec..IN4 • • • • • . Dec. lAai • Sep.'1928 • ; •• •• Dec:19�� Mardi j1 99 ; Sep. 2006 Sep. 2006 12/17/15 NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 3 of 9 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 in accordance with TAS 106 shall be required, refer to applicable Building Code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami -Dade County Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 4 INSTALLATION: 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (lbf) Length-1 (ft) Width-w (ft) Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 11.4 1.42 1.03 Table 2: Aerodynamic Multipliers - It (ft3) • • • Tile Profile It (ft3) A (ft3) • Batten Application Direct D licalion Bel Air, Bel Air Double Eagle, Ponderosa, Golden 0.301 0.278 • Eagle, Ponderosa Double Eagle Flat Tile • • • • Table 3: Restoring Moments due to Gravity - Mg (ft-lbf) •: •: Tile 3":12" 4":12" 511:12" 6":12" Great4 thag Profile 7":1%". • ; Bel Air, Bel Air Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Double Eagle, Deck Deck Deck Deck Ponderosa, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Golden Eagle, Ponderosa Double Eagle Flat Tile NOA No.:16-0314.06 raarnawe cou►a' Y Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 4 of 9 .... ...... .... ...... • . •••••• ...••• Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19132" plywood) Battens Bel Air, Bel 2-10d Ring Shank Nails 30.9 38.1 17.2 Air Double Eagle, 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Ponderosa, Golden 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 Eagle, 1 #8 Screw 30.8 30.8 18.2 Ponderosa 2 #8 Screw 51.7 51.7 24.4 Double Eagle Flat 1-10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 Tile 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 2-10d Ring Shank Nails' 50.3 65.5 48.3 1. Installation with a 4" the headlap and fasteners are located a min. of 21/" from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Attachm sistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Adhesive' 31.3z • • • • Eagle, Ponderosa Double Eagle Flat Tile 1 See manufactures component approval for installation requirements. • 2 The Dow Chemical Company TileBond Average weight per patty 13.9 grams. ICP Adhesives Polyset® AH-160 Average weight per patty 8 grams. • • •". Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) • • • • • • for Single Patty Adhesive Set Systems • • • • Tile Profile Tile Application Attachment Resiitarloe: Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile ICP Adhesives Polyset® AH-160 118.93 ICP Adhesives Polyset® AH-160 40.44 • • • 3 Large paddy placement of 45 grams of PolyProTm. 4 Medium paddy placement of 24 grams of PolyProTm. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Mortar Set' 43.9 5 Tile-Tite Roof Tile Mortar. NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 5 of 9 .... ...... • •••• •••••• • • • • • • • • • • 6.000 • ••••.. • • • 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". On or EAG� FLORIDA (LOCATED ON UNDERSIDE OF TILE) OR EAGLE FL (LOCATED ON FRONTSIDE OF TILE) • • • • • • . . •... •...•• BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE • • • • • • • • • • • • • • • • CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT 0000 • • 000000 • • • • •••• • •• ••••• ••••• • • • •• • • • • • • ••••• •• •• •• • •••••• 6. BUILDING PERMIT REQUIREMENTS: 000000 • • • 6.1 Application for building permit shall be accompanied by copies of the following: • ' ' 000000 6.1.1 This Notice of Acceptance. • • 00000 . • • • • 6.1.2 Any other documents required by AHJ or applicable Building Code in order to properly evaluate thC• • • • • • : • • • installation of this system. • • NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 6 of 9 PROFILE DRAWING BEL AIR BEL AIR DOUBLE EAGLE • • •••• •••••• • •••• • •• ••••• •••••• •• • ••••• • • • • •••••• • NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 7 of 9 PONDEROSA PONDEROSA DOUBLE EAGLE • • • • • • •••••• • NOA No..16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 8 of 9 .4k GOLDEN EAGLE END OF THIS ACCEPTANCE NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 9 of 9 .•.. i • . • • • • MIAME�E M MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami. Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economv Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 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: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and followjng .' + • • • • *fee:* • • statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. • • • + ffffff •+• • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no chQUf&• • • • • •••• in the applicable building code negatively affecting the performance of this product. f• • :+••.: � •b+• • • � f f• ffff• TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the • • + **:be* materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any prod@&, • • 660606 f s + • •. f f f for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any seolios • • + • of this NOA shall be cause for termination and removal of NOA. f : f f • ••; • ••fff• ADVERTISEMENT: The NOA number by the words Miami -Dade County, Florida, and folipwred ; • • • • preceded •+• • ; 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 and revises NOA No.15-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino. NOA No.: 17-0614.22 MIAMbDADECOUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 ROOFING COMPONENT APPROVAL Cateeorv: Roofing Sub-Cateeorv: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick IR-Xe Manufacturing Location #1 & #2 Polystick Dual Pro Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick TU Max Manufacturing Location #1 & #2 Polystick TU P Manufacturing Location #2 Polystick TU Plus (Surface Printing) Manufacturing Location #] & #2 Polystick MTS Manufacturing Location #2 Polystick MTS Plus Manufacturing Location #2 Elastoflex S6 G Manufacturing Location #2 Test Dimensions Specification 65' x 3'3-'/x" ASTM D 1970 Or 65' x 3' 60 mils thick 61' x 313/x" TAS 103 and 60 mils thick ASTM D 1970 61' x 3'33/8" TAS 103 and 60 mils thick ASTM D 1970 65'8" x 3'3-3/8" TAS 103 and 60 mils thick ASTM D 1970 Product Description A fine granular/sand top surface self -adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt self -adhering, polyester reinforced waterproofing membrane. Designed as a a roof tile underlayment. 32'10" x 3'3-3/8" TAS 103 and A rubberized asphalt waterproofing membrane, glass- 130 mils thick ASTM D 1970 fiber/polyester reinforced, with a granular surface • 0000 • designed for use as a file roof underlayment. • • � • � � � � � 65' x 3'3 3/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/pdymime ••i•• 000000 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed asp&.164 • • • roofingand roof tile underlayment. • • • • Y • • • • • • • • • • • •••• • •• ••••• 65'8" x 3'33/8" •••••• TAS 103 A homogeneous, rubberized asphalt waterproofive • • • • • • 60 mils thick • membrane, glass fiber reinforced with polyolefiric,�". • 6 e see*** • on the upper surface for use as an underlayment;br metal • roofing, roof tile, slate tiles and shingle underlayment. • • •: • "••' • 65'8" x 3'33/8" • TAS 103 A homogeneous, rubberized asphalt waterproofing • i • • • • ; •' • • 60 mils thick membrane, glass fiber reinforced with polyolefinic film �•� on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. 32'10" x 3'3 %" TAS 103 and Polyester reinforced, SBS modified bitumen membrane ASTM D 6164 with a sanded back face and a granule top surface. For use in roof tile underlayment systems. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Trinity ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 & G 155 09/01 / 11 P37300.10.11 TAS I10/ASTM D4798 & D1970 10/19/11 P40390.08.12-2 ASTM D 1623 08/07/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103, TAS l 10 & ASTM D1623 05/12/14 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 & TAS 110 10/07/14 P43290.10.14 ASTM D 1970 & TAS 110 10/17/14 PLYG-SC10130.06.16-3 TAS 103 & TAS 110 06/27/16 PLYG-10130.06.16-1 ASTM D1970 & TAS 110 06/27/16 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798 & G155 07/06/09 Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798 & G155 04/01/08 RX14E8A TAS 103/ASTM D4798 & G155 11/09/09 DX23D8B TAS 103/ASTM D4798 & G155 02/18/10 DX23D8A TAS 103/ASTM D4798 & G155 02/18/10 LABELING: ' • • • • 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or log'b; elf 0 • • • • . • •. • • and state of manufacturing facility and the following statement: "Miami -Dade County Product Control App?dTikd' • • or the Miami -Dade County Product Control Seal as shown below. • • • • • • • : ""; MIAMMADE COUNTY •• •• •• • •••••• BUILDING PERMIT REQUIREMENTS: ' ' • Application for building permit shall be accompanied by copies of the following: : .'. • • • • • 1. This Notice of Acceptance. • : ' ' 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(2): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Elastoflex S6 G, hot asphalt applied Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lar. (fors 0 base sheet only) • • Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6"" •; • • vertical laps. • • • • • • Membrane: Polystick TU Plus, self -adhered. • Surfacing: See General Limitations Below. • • • • NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 4 of 8 •••• •••••• • • ..•••. • • • ..•.•• INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Polystick MTS Plus may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof the systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. • • 4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU • Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The d1 M: • • shall be free of irregularities. • • • • • • 5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystickw •. Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof memb*rane* as a recover system. . • 6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polysticil-U Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer th;n the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter p�oduct. exposure times; not to exceed the preceeding maximum time limitations. • • • Exposure Limitations (Days MTS IR-Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL 180 90 180 180 180 180 180 180 180 Hazelton PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 0 Or • • . •••.•• • •• ••••• •• • ••••• 90 00*000 • • • •.•••• .•••• .. •.• • • Rule 61G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Polystick Elastoflex Polystick TU Plus, Polystick Polystick System (E3) Profile MTS S6 G TU P, Tile Pro, TU Max MTS Plus MTS Plus with Dual Pro TU Plus Flat Tile Prohibited 4:12 6:12 6:12 5:12 6:12 without battens Profiled Prohibited 4:12 6:12 6:12 4:12 6:12 Tile without battens The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. When battens are required, they shall be utilized during loading and installation of tiles. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure — two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for all underlayments except Polystick MTS which shall be loaded onto battens. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1 %" metal disk as required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in betveen • • o the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. • • • 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the PolyglassYI il�" Loading Guidelines. See General Limitations #9 and #10. 000000 sees 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects 1D: • • pitch/slopes of 7" /12" or greater. It is suggested that on pitch/slopes in excess of 6 1/4' /12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. • • e• e• 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Houra... • • 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed • roof to wall details. ; • • • 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. Mmni•owoeCouNrr NOA No.: 17-0614.22 - , Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 sees ••..•• .••• ..sees :sees: • .• Goose •.•.• 000,000 •• • •see•. ••sees • 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 .... ...... • .... ...... • . • ... ••••. • •••••• • I M IA M I MIAMI-DARE 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 DMSION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy ICP Adhesives and Sealants, Inc. 12505 NW 441 Street Coral Springs, FL. 33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (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 a revision or change to the ` ; •' • • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, V ° • • • • • + • • . sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any secs%?i'o'f• • • this NOA shall be cause for termination and removal of NOA. . • • • • 6 • • : ` ` ` `: ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followe(Pbt !he• • • • • 0-:0 expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done . `• • `.' e • • 0 0 in its entirety. 0 • • * • * • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors aiyd ; • • • • • 0 •" ` 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 MIAMI•DADECOUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 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 Dimensions Test Specifications ICP Adhesives N/A TAS 101 Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPacV N/A 30 & 100 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: ' • • • • • Pro a Test Results • • • • • Density ASTM D 1622 1.6 lbs./R.' ' • Compressive Strength ASTM D 1621 18 PSI Parallel to rise • • • • • • 12 PSI Perpendicular to rise • • • • • • Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft' • • • • • • • • Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch • • Dimensional Stability ASTM D 2126 +0.07% Volume Change @ 40' F., 2 weeks : •' • +6.0% Volume Change @1580F., 100% Humidly, 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 Expiration Date: 05/10/22 Approval Date: 04/27/17 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-IPA 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[l] 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 • 0• 9 • 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 Assembly for fire rating.****Go 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 0 0 0 • ; 0 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 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 RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPack® 30 & 100 dispensing equipment only. 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. 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. .... ...... .. . 6966V • NOA No.: 17-0322.03 MIAMMADE COUNTY Expiration Date: 05/10/22 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 30 High Profile #2 17-19 sq. inches 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 Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20-25 sq. inches each 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. fiAMMADE OUN Y • • lIVa •••••• BUILDING PERMIT REQUIREMENTS: • • 0 0 0 0 As required by the Building Official or applicable building code in order to properly evaluate the installation of 49 • • • • system. 0000 • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 •••• • • •••• •••••• • •• • • • • • • • • • • • •• ••••• •• •000 •.••• 00.0 ••.••. ADHESIVE PLACEMENT DETAIL # 1 am through Plastic COW4"t paddy M mwmhTi•) trls.nt•qulrW} f�"• r - J BatMtis optl•nrd "XI, Nell through plastic cement Iwben regsdred) paddy iltmwath Tie) 21mWide irrHwns nptlonnl -.t`��•��` ``�,..�/m00%' /' •\ ' \ � �..- Eawe Cloacae r Kam 11-96 p6.2icrwswnr-11 per, IR.nwath TiMI tlndrrlayrrss'rt �,`p\i ;\, \\,�i 2)n. •Ada � \ �: y"/'�� ••...\. Battens Optimal ("•,��\e \\ �. r i`'L ►•c: Yf "Weelthvir 10 in~''\. , 2 In. /.'f Ca.e A•srwe a ! f 1=`' OAPedge 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 nun) 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 Z' • • • (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foW: • paddy onto the underlayment positioned as shown • under the pan portion of the tile closest to the• • overlock of the tile being set. 0.0 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. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 •••• •••••• • .... ...... •• • • • • •• ••••• • • 00 a• • • ••• •••*000*0 •000 • • •.•••• •• ADHESIVE PLACEMENT DETAIL # 2 N10 through plastic cement twhe" requiredl �•'' Paddy is-eneath7ile) w. Eav«C—rra" { �.✓" '+..—. Farris 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 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 • • • 000000 • • • . • . • • .. tile being set. Insure approximately 17 (109.7 cm2)" • • .. .' 23 (148.4 cm2) square inch adhesive contact with"e • • • .:.. ' ; underside of the tile. 000000 . • • . • •••• •• • •••••• 2. At the second course, apply a minimum 2" (50.816na). •' ; • • x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onWAP .. • • • • underlayment positioned as shown under the part .' • • . . • • • • ..' portion of the tile closest to the overlock of the We. . • • . being set. ; • '. 3. Continue in same manner. Insure approximately12". . • . � (77.4 cm2) - 14 (90.3 cm2) square inch adhesive • ' • • � • • "'. ; • • contact with the underside of the tile. • • (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nail rhrauph pbstK cepwi a-, W-enrequired) f "�„� • Nddlrlarr.w.ehTile) .,'. �.. sanensspdonsl f?,Y-~ ��, �,, 4'`�'• ,,,f �`,��'`+�i Enr.0 une- � ieuie �- .t t• orip edge 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 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the file closest to the overlock of the file being set. Insure approximately 17 (109.7 cm) — 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 cm) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 • ADHESIVE PLACEMENT DETAIL # 3 maid V"UO apmc cemerrt Paddy lbet•,em t1n) wWvoquke Battens optional ° wddr (under t11N e � 4114 in, SialkPadd/ on ,,� '•� •.'/ "� 7s 4iR Fascia -'-Lvwaoswe Rat/Low ProflleTlle Nail thnsu0 plastic Consent Single paddy under tie itrhen reWhredl paddy ibetween ties) •a a ( paddy (Under tie) ) •pad +. ontspoftie Mein. f p (' ?:sin:`•~� 2in � y,n-� EaeeCbwrc Fa►eCotrrse fascia Medium ProfileTlle 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (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 in' (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 in' (51.6-58.1 cm?) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 as •go • • • • • 0 • • • • • • ••• • • ••••• • • ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nail through plastic cepwo Single paddy under the (when required) f ` paddy (between tksi a Battens -� ,r- � paddy (under dk) on �. r�4 4 in.r `� - sind9d1e� 2a4in. ;✓/ Ease Course , +yr .-► / Fasda Weephok 1011L2in. Driedge Nigh ProflleTOe 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x'/," (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 cmZ) - 11 (71cm) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm) - 9 (58.1 cmZ) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. sees•• • ••s•s• •••• • • sees •••••s sees•• • ss • NOA No.: 17-0322.03 MIAM4DADE COUNTY Expiration Date: 05/10/22 . ,.• r Approval Date: 04/27/17 Page 10 of 11 sees • s • sees •••••• • of ••e•s •• • • • sees• • • • •• • sees•• • s • sees•• •s••se ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. In. Steep pitch applications In contact with the pan tile. (when required) 2) Turn covers upside down. Place adhesive in to 1 In. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area. Undtdaymem - Ewe closure (motar shown) Fascia Remove top portion of the eave course cover tile. Abut to second course of Pan tiles. Ensure eave and of pan and cover tiles are flush at ewe line. Two Piece Barrel - High Profile Tile 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 mm) 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 cm') 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 cmZ) square inch . 0 contact area on each side of the cover tile to tile, • pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing o� • e • 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 NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 w •► Miami hones Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 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 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Property Address: za Roofing Permit Number: Dear Building Official: Date: 0000 certify that I have improved the roof to wall c6pge�Otions of. the Verenc2d • • � ••••• property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Sipg Family Rtgfttial .....' Structures as adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. •:': .' ...... ...... Signature State of Florida County of Dade Print Name 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 day of 20 Notary Public, Sate of Florida at Large (SEAL) FINAL COMPLIANCE Revised on 5/21/2009 certify that I have improved the roof to wall c6pge�Otions of. the Verenc2d • • � ••••• property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Sipg Family Rtgfttial .....' Structures as adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. •:': .' ...... ...... Signature State of Florida County of Dade Print Name 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 day of 20 Notary Public, Sate of Florida at Large (SEAL) FINAL COMPLIANCE Revised on 5/21/2009 RE: Permit # Miamihores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: INSPECTION AFFIDAVIT licensed as a (n) Contractor / Engineer / Architect, (print name and circle License Type) FS 468 Building Inspector License #: On or about I did personally inspect t4 ;oof'deckIT. •; '0 • • �' (Date & time) 0• work at •••• :••••: .... . .. ..... (Complete Job Site Address) • • • • • • • . . • • Based upon that examination I have determined the installation was done according to the I-jtjogi�jge Mitigafoii 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. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large day of `General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection P AAA,+— rIPIN9M Air; ninano SNORCy. F<OR iDp 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. 6Le Exposed Ceiling: Exposed, open beam ceil;ngs are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; thergto.e,- roofing nail penetration of the underside of the decking may not be acceptable. Tki+s provides the ggtion of • •":' maintaining the appearance. • •; • • '. 6.-0 5 Overflow scuppers (wall outlets): It is required that rainwater flows oif'so that the rbtbf is • • • •. not overloaded from a buildup of water. Perimeter/edge wall or other roof exteilc ;;y blockIliis'. ..... • discharge if overflow scuppers (wall outlets) are not provided. It may be neceswy t4 { stall overflow " • • • • scuppers in accordance with the requirements of Sections R4402, R4403 and R4413.: ...... ...... .. . .. ...... Owner/Agent's Signature Date Contractor Sr Date A) & Ids Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015;