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RF-18-1207
Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Issue Date: 5/22/2018 Permit NO. RF-5-1$-1207 Permit Type: Roof Work. Classification: Tile Permit Status: APPROVED Expiration: 11/18/2018 Parcel Number Applicant 425 NE 95 Street Miami Shores, FL 1132060140610 Block: Lot: MIAMI SHORES BAPTIST CH Owner Information Address 370 GRAND CONCOURSE AVE MIAMI FL 33138-2753 Contractor(s) ACEBO ROOFING CORP Phone 305-685-2534 CeII Phone Phone CeII Valuation: $ 25,200.00 Total Sq Feet: 3000 Type of Work: Re Roof Additional Info: RE -ROOF WITH BORAL 13 WHITE SAXONY Classification: Commercial Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $15.60 $4.50 $3.00 $5.20 $300.00 $9.00 $20.80 $858.10 Pay Date Invoice # 05/07/2018 05/22/2018 Bond #: 3771 Pay Type RF-5-18-67451 Credit Card Credit Card Amt Paid Amt Due $ 50.00 $ 808.10 $ 808.10 $ 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, PLUMB,G, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: construction.a I certif y'(at dII the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating ermo&reli, I authorize the above -named contractor to do the work stated. Authorized $irgnature.- caner Oc: % ?L/'U C"0--�l) / Applicant / Contractor / gent May 22, 2018 Date Building Department Copy May 22, 2018 1 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 E] PLUMBING n MECHANICAL PUBLIC WORKS JOB ADDRESS: 425 NE 95 STREET City: RECEIVED MAY 0 7 2018 ct--(c1 FBC 200t Master Permit No. P-4 V -, Sub Permit No. ❑ REVISION ❑ CHANGE OF CONTRACTOR ❑ EXTENSION RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS Miami Shores County: Folio/Parcel#: 11-3206-014-0610 Occupancy Type: Miami Dade Zip: Is the Building Historically Designated: Yes Load: Construction Type: Flood Zone: BFE: NO FFE: OWNER: Name (Fee Simple Titleholder): M J4%, M t v oe-S C1-1.50 Phone#: 312 -Z 27- Address: 370 GRAND CONCOURSE AVE City: MIAMI State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: ACEBO ROOFING CORP Address: 4305 E 10 LANE City: HIALEAH Qualifier Name: PEDRO L. ACEBO State: FL. Phone#: 305-685-2534 Zip: 33013 Phone#: 305-685-2534 State Certification or Registration #: Certificate of Competency #: CCC058112 DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 2S,2O( , W Square/Linear Footage of Work: 3C,__1> 2- Type of Work: I I Addition ❑ Alteration ❑ New /Repair/Replace Demolition Description of Work: 9 r� f�Jl (-c c L .'2- t -SM toe 'ej.tr j46f-\\J q% Specify color of color thru tile: usk\ L koCli Abt.) Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ CCF $ CO/CC $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Structural Reviews $ (Revised02/24/2014) Bonding Company's Name (if applicable) . Bonding Company's Address N City State Zip Mortgage Lender's Name (if applicable) J� Mortgage Lender's Address / \ City State "1 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 7OW1dER or AGENT The foregoing instrument was acknowledged before me this Lkday of j , 20 \13 , by AN -WON ). skA atilt; who is personally known to rag or who has produced • identification and who did take an oath. NOTARY PUBLIC: Sign:C)..0.—et Print: Seal: wary F t ;c state of Florida . Pearbt Gray +� My Commission FF 103735 p0' Expires $4i15/2018 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * APPROVED BY ** as Signature The foregoing instrument was acknowledged before me this Z I day of r-filr 1,, 20 t/J , by who i personally known to me r who has produced identification and who did NOTARY PUBLIC: Si as Ira m.. ryrh�- -. . :on" HINIIII ••14 4, PAOLA BASSI .14s Notary Public - State of Florida 111ICommission # FF 966918 ,, ,I1ovF�,,My Comm. Expires Mar 13, 2020 V.,, .w ,c fi✓ Print(10 iCA Seal: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Detail by Entity Name http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetai... Detail by Entity Name Florida Not For Profit Corporation --MIAMI-SHORES PTIST,CHURCHTINC. Filing Information Document Number 717306 FEI/EIN Number 59-0700565 Date Filed 10/06/1969 State FL Status ACTIVE Principal Address 370 GRAND CONCOURSE MIAMI SHORES, FL 33138 Changed: 05/05/1999 Mailing Address 370 GRAND CONCOURSE MIAMI SHORES, FL 33138 Changed: 05/05/1999 Registered Agent Name & Address Jones, Steve H, Mr. 1060 N. E. 92nd St. Miami Shores, FL 33138 Name Changed: 07/28/2014 Address Changed: 03/23/2016 Officer/Director Detail Name & Address Title President rMITCHELL— ANTHONY'D7 125 N. E. 86TH STREET MIAMI, FL 33138 Title Officer LUC, MARCEL 141 NW 100 ST MIAMI, FL 33150 Title Officer CHARLES, GAUDIN 831 N. E. 142ND STREET 2 of 3 1/31/2018, 1:54 PM Property Search Application - Miami -Dade County http://www.miamidade.gov/propertysearch/#/ IMPORTANT MESSAGE When buying real estate property, you should not assume that property taxes will remain the same. Whenever there is a change in ownership, the assessed value of the property may reset to full market value, which could result in higher property taxes. Please use our Tax Estimator to approximate your new property taxes. The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collectors website directly for additional information. Address Owner Name Subdivision Name Folio SEARCH: 425 NE 95 STREET PROPERTY INFORMATION Folio: 11-3206-014-0610 Sub -Division: MIAMI SHORES SEC 2 Property Address 425 NE 95 ST Miami Shores, FL 33138-2729 Owner MIAMI SHORES BAPTIST CH Mailing Address 370 GRAND CONCOURSE AVE MIAMI, FL 33138-2753 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2 / 0 Floors 1 Living Units 1 Actual Area 2,311 Sq.Ft Living Area 1,603 Sq.Ft Adjusted Area 1,997 Sq.Ft Lot Size 14,300 Sq.Ft Year Built 1938 Featured Online Tools Suite Back to Search Results l of 4 1/31/2018, 1:54 PM Property Search Application - Miami -Dade County http://www.miamidade.gov/propertysearch/#/ Comparable Sales Glossary Non -Ad Valorem Assessments PA Additional Online Tools Property Record Cards Property Search Help Property Taxes Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION Year 2017 2016 2015 Land Value $429,139 $357,269 $342,686 Building Value $138,991 $138,991 $138,991 Extra Feature Value $220 $220 $220 Market Value $568,350 $496,480 $481,897 Assessed Value $546,128 $496,480 $475,447 TAXABLE VALUE INFORMATION COUNTY Exemption Value Taxable Value SCHOOL BOARD Exemption Value Taxable Value CITY Exemption Value Taxable Value REGIONAL Exemption Value Taxable Value BENEFITS INFORMATION 2017 $546,128 $0 $568,350 $0 $546,128 $0 $546,128 $0 2016 $496,480 $0 $496,480 $0 $496,480 $0 $496,480 $0 2015 $475,447 $0 $481,897 $0 $475,447 $0 $475,447 $0' Benefit Type 2017 2016 2015 Non -Homestead Cap Assessment Reduction $22,222 $6,450 !, Parsonage Exemption $546,128 $496,480 $475,447 - Note: Not at benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). FULL LEGAL DESCRIPTION MIAMI SHORES SEC 2 PB 10-37 LOTS 16 & 17 BLK 53 LOT SIZE 100.000 X 143 SALES INFORMATION Previous Sale Price OR Book -Page For more information about the Department of Revenue's Sales Qualification Codes. 2017 2016 2015 Qualification Description 2 of 4 1 /31 /2018, 1:54 PM Property Search Application - Miami -Dade County http://www.miamidade.gov/propertysearch/#/ GOUJ1111INO INFORMATION LAND INFORMATION Land Use Muni Zone PA Zone Unit Type Units Calc Value 1000 - SGL FAMILY - 2101-2300 SQ Front Ft. 100.00 $429,139 1 Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value 1 1 1938 2,311 1,603 1,997 $138,991 Building Sketches Available! EXTRA FEATURES Description Wall - CBS unreinforced ADDITIONAL INFORMATION Year Built 1938 Units Calc Value 100 $220 The information listed below is not derived from the Property Appraiser's Office records. It is provided for convenience and is derived from other govemment agencies. LAND USE AND RESTRICTIONS Community Development District: NONE Community Redevelopment Area: NONE Empowerment Zone: NONE Enterprise Zone: NONE Urban Development: INSIDE URBAN Zoning Code: CF - DEVELOPMENT BOUNDARY Existing Land Use: 10 - SINGLE-FAMILY, MED.-DENSITY (2-5 DU/GROSS ACRE). Govemment Agencies and Community Services I OTHER GOVERNMENTAL JURISDICTIONS Business Incentives Childrens Trust City of Miami Shores Environmental Considerations Florida Department Of Revenue Florida Inland Navigation District PA Bulletin Board Non -Ad Valorem Assessments School Board South Florida Water Mgmt District Tax Collector 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:/Avww.miamidad e.gov/info/disclaimer.asp For inquiries and suggestions email us at http://www.miamidade.gov/PAPortal/ContactForm/ContactFormMain.aspx. Version: 2.0.3 EXEMPTIONS 5 BENEFITS REAL ESTATE TANGIBLE PERSONAL PROPERTY Deployed Military Disability Exemptions Homestead Institutional Senior Citizens 40 Yr Building Re -Certification Appealing Your Assessment Defective Drywall Folio Numbers Appealing your Assessment Assessment Information Search Exemptions Extension Requests Filing Returns 3 of 4 1/31/2018, 1:54 PM Property Search Application - Miami -Dade County http://www.miamidade.gov/propertysearch/#/ PUBLIC RECORDS Address Blocking Change of Name Change of Address Change of Ownership & Title Declaration of Condominium More > More > Mortgage Fraud ONLINE TOOLS More > More > Property Search Property Sales Tax Estimator Tax Comparison Homestead Exemption and Portability TAX ROLL ADMINISTRATION Appealing your Assessment Reports More > More > Home Privacy Statement Disclaimer About Us ADA Notice Contact Us © 2014 Miami -Dade County. All rights reserved. 4 of 4 1/31/2018, 1:54 PM IIIiti 111111111►1 fI ;III 11111 1111 1111 PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI-DADE: OTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION TAX FOLIO NO.11' "62 oco- V 4 r ccot A.iATtEr .;, F ORL 1 HERRIt ' ir,Fy ofigplal Eros i'r .. k, THE UNDERSIGNED hereby gives notice that improvements will be made. _'. real property, and In accordance with Chapter 713, Florida Statutes, the folloOM, is provided in this Notice of Commencement. 1. Legal description of property and str et/ ddre s: IJ aS 2. Description of improvement: l,-.Q:z HAKIER CFI 212i.13R0291 86. OR BK 30979 Fs 695 (1Pss) R 4 "II LI_L 11 I i:6 -. [' lRVi , R UV Di; , COUNTY OF DE1DE -rat this is a Nile copy of the ie I� tG't,� t 4*P, AD2s'1 tyof end e ; Coats D.C. BRAZIL #162588 Space above reserved for use of recording office L 3. Owner(s) name and address: T 1 or S Interest In property: (ss) Name and address of fee simple titleholder: *t..J. 4. Contractor's name, address and •hone number: 5. Surety: (Payment bond requi ed by owner from contractor, if any) Name, address and phone number: 70 bran d' G r► (ct Mi a.nx.t FV� 33i3`,r Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner hom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Ow er or Owner)' Agtttorized Officer/Director/Partner/Manager Prepared By C7 , - \1 Prepared By _. Print Nameh p 1Y1 rFd e,1I Print Name Title/Office rec. -e/* Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this day of 4fUla/lit/t_A/17 y ,) 2-0 j ndlvidually, or r � s Prp S 0�. % for tA\ N•A Shores G/Iur.h r TAG ( ,1' ersonally known, or la produced the following type of identifi tion: Signature of Notary Public: t it LA.A.- /`). Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, 1 declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owners) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By • Peartie Gray • My Commission FF 103735 Expires 04/15/2018 By 123_01-52 PAGE3 6/12 4225 SW 71 Ave, Miami. FI 33155 Tel: 786-398-9179 Fax: 786-800-2627 al roofinspectiongmail.com LAB CERTIFICATION #16-0510.15 SITE SPECIFIC INFORMATION UPLIFT TEST — TAS #106 10/26/2018 Roofing Contractor ACEBO ROOFING CORP Job Address 425 NE 95 STREET Owner's Name MIAMI SHORES BAPTIST CHURCH Type of Tile BORAL FLAT 13" Approximate Roof Height 10 feet Approximate Square Footage of Roof 30 Date Tested 10/24/2018 Contact Name MADELINE Roof Pitch ft2 3/12 Number of Tests 71 Permit # RF-5-18-1207 Date Installed Type of Access to Roof LADDER Required Testing Force 35 Lbs Testing Equipment F.G.E.100 Phone # 305-685-2534 v‘i LOCATION # OF TEST PASS # OF TEST FAIL Corner 9 Tests 9 Pass Test Fail Perimeter 18 Tests 18 Pass Test Fail Field 30 Tests 30 Pass Test Fail Ridge 14 Tests 14 Pass Test Fail TOTAL 71 Tests 71 Pass o Test 0 Fail IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADU* RY; WITH NO DEVIATIONS. THIS REPORT 15 NOT GUARANTEED IN CASE OF CASE OF NATURAL DISASTERS. THIS REPORT IT IS NOT VALID FOR INSURANCE CLAIMS. i.'d'. u6ptpiN T. LEYV/s.' PE'6?41'� . .y $71i71.01-" - lob Address 425 NE 95 STREET Permit Number RF-5-18-1207 Roof Drawing 67 6, 71 67 66 65 64 63 62 61 60 59 15 3 67 s3 54 16 17 5e 55 14 to 4 26 . 42 70 10 27 11 45 d7 a4a 12 34 49 13 5© 35 51 14 2 52 44 No. � ?iZ'ef Contractor's Name (Y. -C—C-� Job Address (��J N 1 S Florida Building Code 6th Edition (2017) Uniform Permit Application Form Section A (General Information) O Low Slope O Asphaltic Shingles ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR-RAS 150 ROOF TYPE ❑ New roof ❑ Repair 0 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof AREA (SSF),, Section B (Roof Plan) RECER'E MAY Q 7 1118 Process No.Wit‘ Morta 0 Wood Shingtg .. a es 0' Reroofing • .. .... •.•. .•.• • lz. fhcoverfiQ... • .•. . . • . . ]'otal (SF) • . . • . • • . . •. . • . .. . Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Incki 1 dmen- sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. . ..•.. .2.. • • • Florida Building Code 6th Edition (2017) Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: BORAL _.w__.___.,. Notice of Acceptance Number: __ 16-0711.05 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1:P1:..._......�__13_84 P1: 2,110 Deck Type: WOOD Type Underlayment: #30 ASTM 226 TYPE 2 Roof Slope:� • • • • . • •. 3 : 12 .... Insulation: ' N/A • ... . . . • • • • . . • • .. •. ... . • •._.•• Ridge Ventilation? N/A Mean Roof Height: 10 Fire Barrier: N/A Fastener Type & Spacing: Adhesive Type: • . . • • • • • • • . 1-1/4 R/S NAILS WITH WE.' TIN CAPS 6" O. ON I•APS 2 ROWS 12" O.0 FIELD • • • HOT ASPHALT Type Cap Sheet: #90 / TILE UNDERLAYMENT Roof Covering: BORAL SAXONY 900 Type & Size Drip Edge: 3X3 26 GAUGE GALVINIZED SAVE DRIP . • . . . Florida Building Code 6th Edition (2017) Uniform Permit Application Form Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compare the values tor M, with the values from M,. If the M, values are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127' (P1: 39.1_ x ?..,315 = 17, 7J -Mg: 7.62 = M,, 4.70 Product Approval M, 31.3 (P2: 6881 x?. 315 _ = 21 46) _ Mg:..j..2 = Mrz ..13,5ati Product Approval M, 31.3 (P3:.100.7 xa 3�s = 31.72 ) _ Mg 7 s2 = M_21,as) Product Approval M, Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M) From Table Below _- Product Approval M. . • .. . . • • • • • • ..• • . • •. • .... •-. •••. • .. • • • .. • .• . •• 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Hodes and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1:,___ x L x w: = ) - W: _ x cos Ft _ _= F 1 ._._ ..__ Product Approval F' (P2:_.__ x L = x w: = ) - W: x cos U ._ = F,2 Product Approval F (P3:x L - x w: = ) - W: x cos O = F,3 __ ._ Product Approval F' . . M, required Moment Resistance' • • • Mean Roof Height Roof Slope 15' 20' 25' 30' • • •gQ • 2:12 34.4 36.5 38.2 39.7 . ? `1 ' , • 3:12 32,2 34.4 36,0 37.4 39 8 4:12 30.4 32.2 33.8 35.1 ..t.7..1 5:12 28.4 30.1 I 31.6 32.8 ; •14!9 6:12 26.4 28.0 29.4 30.5 • 32.' 7:12 24.4 25.9 27.1 28.2 F' . ?al Where to Obtain Information Description 1 Symbol j Where to find P1 or P2 or P3 ;RAS 127 Table 1 or by an engineering analysis pre - Design Pressure pared by PE based on ASCE 7 - Mean Roof Height H !Job Site !Roof Slope 0 IJob Site Aerodynamic Multiplier ), 'Product Approval Restoring Moment due to Gravity Ma I Product Approval Attachment Resistance M, i Product Approval Required Moment Resistance Mp Calculated Minimum Attachment Resistance i F' Product Approval Required Uplift Resistance F, Calculated Average Tile Weight j W Product Approval Tile Dimensions L = length W - width Product Approval All calculations must be submitted to the building official at the time of permit 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. Additig.rlally, the following items should be addressed as part of the agreement between the owner ant thg conjractor. er's • • •• initial in the designated space Indicates that the ifem has been explained. ••• • • ••• •• • • •• • • •• • • • �t � �` _Renaiting wood decks: Vvhen replacing roofing, the existing woipt115(1ldeck rya?tAye to • • be renailed in accordance with the current provisions of Section R4403. (The roli?eck is usuaIfy" • • concealed prior fo removing the existing roof system). • • '�'• i •• •• •• • . • • • • • • 4. ,T' �� ) Exposed Ceiling: Exposed; open beam ceilings are where the urtiderside of the: bltWking • can be viewed from below. The owner may wish to maintain the architectural appearEice; thee©foie, • roofing nail penetration of the underside of the decking may not be acceptable. This provides t1h.s•csption of maintaining the appearance. 6. ,''Li Overflow scuppers (wail 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. If may be ne ssary to install overflow scuppers in accordance v.'!th the requirements ol Sections R44p, R4403 nd R4413 // /�1 1 /71 Ownf gent's Signatu)'e Date :'roperty Address nt I <-�ry;A,1 >kt °> Revised on 7/9/2009 LD;07/01/2015; Contractor,ignatafe -;1' Permit Number • To: . farm hores V illage Buiking 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 Dep..3rtme,nt 10050 NE 2ra Ave Niliarni Shores, El 33138 Re: Owner's ‘isianiei NC;(' ' • Property Address: k\-)C-i; Roofing PermJ1 Number: Dear Building Olfic:al. Anihon's1 e'.;4 certify that i am not required to retrofit the roof to wall connections of my building because: ciThe just va!uation for the structure for purpose of ad valorem taxation is less than $300,000.00, Please attach proof of ad valorem taxation. The building was constructed in compliance with the provis:ons of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) • • • • • • • • • • • • • • • • • • • • • • • • • • 11.• I D!**----/ • ••••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • _vL State of FAri;d4a0,i County ot Dade A-10101c 0 ItA k•-ic t. II T-4etailduri-4.-aieers ' being the first duly sworn, deposes a Sworn to and subscribed before me this ) Notary 'Pub}, Sato of Florida at Large PrInt Name nd says that he/she is .44/„. Notary Pyritic State of Florida 1; Peadie Gray p. My Commission FF 103735 _Fse Expires 04/15t2018 1Y) • • • • • • • • • • • • • • • • • • kv..10,0, the owner for the above property mentioned. 2.5 &' Whett the Just vaication bt the struoture for purpose ot rid .,takenl6xati) is equ.t to or more than $300,000.00 and the building was not constructed with FBC nor a 1994 SPErit. T-iran you riiist tdrovide a buihring application front a Geitera! Contractor tm the Roof io 'Ara!! connection Hurricane Mitigation. • Reviser', or. /t:ttt, DEPARTNIENT OF REGULATORY .AND ECONOMIC RESOURCES (RER) BOARD ANI) CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami. Florida 33175-2474 T (786) 315-2590 t' (786) 315-2599 VW w.miamidade.gov/econorm • • This NOA is being issued under the applicable rules and regulations governing the use of cbttu:tion matei i a�als. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Plady�t.Contltj$Ccron to be . • used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiotile AH,I). . •••• •... • • • . This NOA shall not be valid after the expiration date stated below. The Miami -Dade CountyPttxfuct Corftvo!. ectioie••.• • (in Miami -Dade County) and/or the AH,I (in areas other than Miami -Dade County) reservelfi�Tfjht to lt•thts • product or,material tested for quality assurance purposes. If this product or material fails to perr'orm in the acttpted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately•rerke, Imodltry, or suspend the use of such product or material within their jurisdiction. RER reserves the right to wvoke ttfsomeeeptan.e, if it is determined by Miami -Dade County Product Control Section that this product or matt:60 fails to n,�tithe 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: Saxony 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 tiled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials. use. and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales. advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. 'Fhis NOA renews NOA No. 13-0723.05 and consists of pages I through 8. The submitted documentation was reviewed by Alex Tigera. MIAMIDADE COUNTY APPROVED NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 1 of 8 • ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales. FL and described 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 vwith RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Saxony 900-Slate Length = 17" Width = 13" thickness = 1-5/32" Saxony 900 Split Shake Saxony 900-Shake Trim Pieces MIAMI•DADE COUNTY APPROVED Length = 17" Width = 13" thickness= 1-9/32" Length = 17" Width = 13" thickness = 1-9/32" Length: varies Width: varies varying thickness Test Specifications TAS 112 TAS 112 TAS 112 TAS-112 Product Description • . • •••• • Flat profile, interlocking, hi li,ffressure a .traded • concrete roof tile \-vith two Iiailheles. F(16! e:t deck. batten, mortar set or adhesibc•se.t•applicatior s. • ••. ...... Flat profile, interlocking, h „Q�c!sure �xtruUed • .... .... concrete roof tile with two eaa.fYlles. For duect deck, . . batten, mortar set or adhesive set application$.; Top surface produced with 4 diehtert:c onfigura>;ions: • 1. Complete tile bruslied • • . • 2. Right half brushed•(shiAn in deawing) • 3. Left half brushed • • • ••• . 4. No brush Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For direct deck, batten, mortar set or adhesive set applications. Accessory trim. boosted Barcelona. concrete roof pieces for use at hips, ridges and rakes. NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 2 of 8 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales. FL 2.2 EVIDENCE SUBMITTED: Test Agency 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. Redland Technologies Redland Technologies Redland Technologies Redland Technologies Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service 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 (1 MIAMI•DADE COUNTY APPROVED JJJ Test Identifier 94-084 94-060A 25-7183-6 25-7183-5 25-7214-1 25-7214-5 Project No. 307025 Test #MDC-77 7161-03 Appendix II & 111 Letter Dated Aug. I, 1994 P063 I -01 Test Name/Report Date Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing "FAS 101 (Adhesive Set) Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik-Drive Screw, Direct Deck) Static Uplift Testing TAS 102 (1 Quik-Drive Screw, Battens)•• • •...•. TAS 100 .....• Wind Driven Rain • • • • Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) •••• • • P0402 Withdrawal Resistance Testing of screw vs. smooth shank nails R 1.894/R2.894/R3.894 520109-1 520111-4 520191-1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations RT0617.04-16 Physical Properties TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 • • • • •.•••. •• •• •••.•. • . . • . • . 25-7094 25-7496 25-7584/25-7804b-8/25-7804-4 & 5 25-7848-6 25-7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 May 1994 March, 1994 Feb. 1995 Feb. 1995 March, 1995 M<ytP 4 95 • • • • Oct.1904 . Dec..1.9,91 •••• •.. • Aug';194 • • •ulv 994 gel3t'1.993 • • .. . Aug. 1994 Dec. 1998 March 1999 ••.... .'• February 1996 April 1996 December 1996 March 1995 09/01/16 April 1999 09/01/16 06/29/16 ••.••. •.... •...• •....• •' 000000 • . NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 3 of 8 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 underlayments 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 the applicable Building Code. 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its componentsshalj be instvll�ed�i� strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 12a..' : • ••• " 4.2 Data For Attachment Calculations •••..• •�•• •• • Table 1: Average Weight (W) and Dimensions (I x w) ••••'. ••••• •••••••u' • Tile Profile Weight-W (lbf) Length -I (ft) •••••• • . Widtp.w (ft) •. .. Saxony 900 10.9 1.417 • • •„• 1.08" • •' Slate, Shake & Split Shake • �• • ...... • Table 2: Aerodynamic Multipliers - X (ft3) •• • • "' • • • • Tile Profile X (ft3) Batten Application X (ft3) Direct Deck Application Saxony 900 Slate, Shake & Split Shake 0.291 0.315 Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Saxony 900 Slate, Shake & Split Shake Direct Deck Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 MIAMI-DADE COUNTY) APPROVED [—! NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 4 of 8 • ... . ' .• •.. • • • ... • Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Fastened Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 2-10d Ring Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 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 (ffTbf)• •• ••• • for Two Paddy Adhesive Set Systems •••••' ••• . ••. ••.••. • Tile Profile Tile Application titnj m Attachment ;•• •••Resistam►e ••., ••.•.. • Saxony 900 Slate, Shake & Split Shake Adhesive' •it, •.'..• 31.32 • ••411 II 1 See foam adhesive manufacturer's component approval for installation requirements. • r. • • 2 The Dow Chemical Company TileBone' one -component foam minimum weight per paddy 13.9 grim : •• • 3. ICP Adhesives PolysetJ AH-160 two -component foam, minimum weight per paddy 8 grams. •• . .. • •••+ • •• • Table 6: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset® AH-160 Two -component foam 118.9' 40.45 3 Large paddy placement of 45 grams of Polyseto ' AH-160. 4 Medium paddy placement of 24 grams of PolysetaR AH-160. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Mortar Seth 43.96 5 Tile -Tice Roof Tile Mortar MIAMI-DADE COUNTY APPROVED = NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 5 of 8 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 SAXONY 900 TILES (LAKE WALES FL PLANT) LOCATED UNDERNEATH 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 the Building Official or applicable building cUde ilwrd .4o •••...•.. properly evaluate the installation of this system. • • ...... NAIL HOLES 17" MIAMI•DADE COUNTY APPROVED' PROFILE DRAWINGS /NN NNN NN -NN UNDERLOCK SAXONY 900 - SLATE 13" •....• .... . .••• ...... •. •• 000000 • • • . • • • • • • .• • • • • •. . • • ...... • .• • • . • ...... •• • • ...... ..... • • •.... ...... • • • ...... ...... . • 1-5/32" (Slate) COVERLOCK NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 6 of 8 NAIL HOLES 1 7 n PROFILE DRAWINGS Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900 - SPLIT SHAKE MIAMIDADE COUNTY ) APPROVED • • • • • • •13 rr • • ••.• • • •.•• ••.•.. • • •. •. 000000 • • • •• • . • . • .• • 1-9/32" (Shake) •..• •• ••.• • ••• • • • •• • • •••• • • ••.• ••. • • • • • .•..•• • • .• • • • •• • •• • • • ••.••• • • • . 00000 •.•... . 00000• • • • NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 7 of 8 • NAIL HOLES 17" MIAMIDADE COUNTY APPROVED PROFILE DRAWINGS SAXONY 900- SHAKE END OF THIS ACCEPTANCE •... • • 13 ...... •• .• ...... • • • • • • • • .• • • • ••.. ••S. ••• • • • •• • • ...... • •• • • • • •• • ...... .... • • ..... ...... • • • ...... 000000 • • NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 8 of 8 MI AM 1DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44"' Street Coral Springs, FL. 33065 \II:A\II-I).V)I COUNTY PRODUCT CONTROL SECT ION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.rniamidadc.kov/economv SCOPE: 'phis 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 (AH.I). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to ha.csl.ieproduct or material tested for quality assurance purposes. If this product or material tails to perform i t1V4cceptecttttitnner, ttic • manufacturer will incur the expense of such testing and the Al-lJ may immediately revoke, modif:, or sepdhltthe use •• of such product or material within their jurisdiction. RER reserves the right to revoke•/hi.s•acceptance, if it TS•••• determined by Miami -Dade County Product Control Section that this product or material faili4g eet th�aoliuiremer2s...: of the applicable building code. •••• •••• • This product is approved as described herein, and has been designed to comply with rho 'F'Iarida Strtlili4g Code•••• including the High Velocity Hurricane Zone of the Horida Building Code. •• DESCRIPTION: ICP Adhesives Polysef"' 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 in the applicable building code negatively affecting the performance of this product. no change 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 he 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 16-031 5.01 and consists of pages I through 1 I. The submitted documentation was reviewed by Alex Tigera. MIAMIDADE COUNTY APPROVED NOA No.: 17-0322.03 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 rooftile 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 N/A N/A N/A Test Specifications TAS 101 PRODUCTS MANUFACTURED BY OTHERS: Product Description .... • •. .... Two component polyurethane foam, adhesive . Dispensing Equipment..,. • . • .... Dispensing I- quipmellt . • • • . • • • • • . ... . .... ... . . • . .. . • . . . • • . • . � . . . . Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which lis[ attachment resistance values with the use of ICP Adhesives Polyset® AI-I-160 rooftile 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 ASFM D 1622 ASTM D 1621 Results I.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise ASTM D 1623 28 PSI Parallel to rise ASTM D 2127 0.08 Lbs./Ft' ASTM E 96 3.1 Perm / Inch ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 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. MIAMIDADE COUNTY 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 I/nmineerimg #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 I I r c. 01-6739-062b[1] ASTM E 84 • • 01rPU/15 .• . • • • • • • Trinity Engineering 7050.02.96-1 TAS 114 • 03,r4/9t P36700.04.12 ASTM D 1623 04/li/I2 P39740.02.I' -_.AS 101 '••••• 0•2 1/I•' TAS 123 ••• • • • . . . . .. ••• •• Celotex Corp. Testing Services 528454-2-1 TAS 101 • • • 10/2i/98 .' 528454-9-1 •• • 528454-10-1 ' • 520109-1 TAS 101 • • • L2i2.Sei8 •• .. • 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 file Assembly for lire rating. 2. ICIAdhesives Polvset'` AI-I-160 shall solely be used with flat. low. & high Ole profiles. 3. Minimum underlavment 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. MIAMIDADE COUNTY ....p) APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polvset' 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. 1CP Adhesives Polyset`' AH-I60 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. 1CP Adhesives Polyset' AI-I-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 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 I000 dispensing equipment is .equi red before application of any adhesive. The mix ratio between the "A" component and the "B" component sIi ljtievaintaiiied between 1.0-1.15 (A): I.0 (B). • • •• •• • • 6. ICP Adhesives Polyset" AH-160 shall be applied with ICP Adhesives Foam Dispense?1ZTPt000 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 I to 2 minutes aver 1CP Adhesives . Polyset''' AH-160 has been dispensed. • •• •• • • . • • 9. , ICP Adhesives Polyset' AH-160 placement and minimum patty weight shall he in ac:orcattie wit the • • 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein..••••. • • 4) MIAMI•DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table l: 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 01 17-23 sq. inches 45-65 Flat Profile 02 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 9-1 1 sq. inches at overlap 12 grams per paddy Two -Piece Barrel (Cap 'File) Two Piece 2 Beads (1 each longitudinal . edge) 20-25 sq. inches each '..• • bead • •)7 grani�per�'�ead •04 : •.y. • • • • • • • • • Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches •...34 gram. under pan .. ---- • . • LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable nnarnog of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control;Apptgved" iami; Dade County Product Control Seal as shown below.• • . • • • • • • • • • • • • I67rAr)E.. C:Oki N 00040 ••• • • • BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MANMADE COUNTY APPROVED • •• • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 • P,i (!K1p• iEarranrh 71v) ADHESIVE PLACEMENT DETAIL # 1 I' III c'.hgh pl:ricic tasnbiit :wArn raqufred` 10 lla:hens option [avrtCK+u�sr .. through pl s:. ; {emery Iwhen rrniircd} I ra+ii, 3F:rnrsrr li 'ilrl ,'dr«il!krougir:+lastic camera- i:oitreis r tgUittti` kind ad ay irs.0 optional tr«cOrif$e 10 in irr. nonth FasLis .,..ri Di it: a.Jrpe MIAMI•DADE COUNTY APPROVED . . •..•.. 2. Continue in same manner. lietire approximately 1.7 . Flat/Low Profile Tile 1. Starting at the cave 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 closest to the overlock of the tile being set. 2. Continue in same manner. insure approximately 17 (109.7 cmZ) — 23 (148.4 cmZ) square inch adhesive contact with the underside of the tile. • • .'. Medium Profile / Double Pal'Tilt .. . • •.. . • . • • • 1. Starting at the eave cours..aJ D y a minimum 2" • • (50.8 mm) x 10" (254 mtq)„,) (25.4mmf Foam paddy onto the underlayw 041sitiolie.cLas shown • . under the pan portion of tla%tie closest t4 jlje overlock of the tile bein:set•. • . (109.7 cm2) — 23 (148.4 cmZ) square 4Itell itiihesive • 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 nn) 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 cmZ) — 23 (148.4 cmZ) 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 1 ADHESIVE PLACEMENT DETAIL # 2 I'Irau fh 'wok baktws-, required) 13444 r,.,>J,.ti P.uldr±B wn,.el F. Tit�l FAsd,1 ldaril thrnusah pinstic r.,cnnn 4-when reinirech MIAMI•DADE COUNTY APPROVED f— Flat/Low Profile Tile I . 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 (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. • • • • •••• •• • • •. • xi�i 3. Continue in same manner. loasii'6,�pproiatet I0" •• (64.5 cm2) - 12 (77.4 cm2) r.4aresinch adhesive • • contact with the underside o .1:tile. •••• • • • • • Medium Profile / Double PaTire• n • • • • • • •• • • • • • I . Starting at the eave coursebapplr a mi1.i�i32" (50!1••�• mm) x 10" (254 mm) x I "17;5M tnm) foTn paddy • onto the underlayment positioned as shfl,iiroder 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 ofthc tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (lrr.elrrrelion.s confirmed on next pog ) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 • ua3i tl>,itnuyli plaarc eeiucnt ;ottion Una'. nine 10 to ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) PnCi t3rrwa'.h Tilw? tw6.rpnDar Cme dsorr tti, cdxic MIAMI•DADE 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 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 overlock of the tile heing set. • • •••• • • • ••• • • • • • 3. Continue in same manner.arazul •approFlli 4y 17- (109.7 cm'-) - 19 (122.6 cnr'lsgelstre inch adhesive contact with the underside•dfftfietile. • • • • • • •• •• • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • • •• • • • • • � • • • • •• • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 J ADHESIVE PLACEMENT DETAIL # 3 Nail through plastic cement (when required'` rsattens optiona124 Paddy !under tile' Single paddy on top of rile xain. *' Singlepaddy> j under the,' Single paddy on underiayrnent„.- Paddy between tik i - . Ea ve Closure Flat/Low Profile Tile Nail through plastic cement Single paddy under the lwhen required] �^,._,{ paddylbetweentilesi Battens optional Single padd', on top of the x 4 in. 'Single paddy on underiaymen/ Eave Cours Paddy !under tile: Ewe Closure — Fascia Medium Profile Tile 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 a4"(101.6mm) x4"(101.6mm) x 1" (25.4 mm) foam paddy onto the underlaynlonstej t below the second course line pusitioi ed foarfl atldy under the strengthening,Ah fo.flat tie, or Isnder the pan portion of the tile, G1945.10 the underlock fo1 the second course tile to •I i ire • • approximately 8-9 in- 0i.6•0.I cm faelhesiv�•... contact with the understc#��eliihe tilt.. •• • • • • •• .. •• • • • (.Instructions con[inuecl on : exl page) • • • • •• • •• • • • • •• • • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nail through plastic ce when required) Battens fir-,... Paddylundertilel optional I' ` ,single paddy onunderfaymets;>.'•;;q, .r4x4in, Single paddy under file Paddy between tiles; single 2 x 4 in. paddy on I top of tile- 12 in. Fascia Weephole \ Eavve closure Drip edge High Profile Tile MIAMI•DADE COUNTY) APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the cave 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) - 1 1 (71 cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (4.5.2 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.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. in. in contact with the pan tile. 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. I� ;�- Underlayment Eave closure (motarshown) Weephole� Fascia Board Steep pitch applications (when required) . Sheathing Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave 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 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 cm2) square inch adhesive contact with the underside of the pan tile. • • • ••••• • • • • 3. Turn covers upside doyviL� iosingt%eutlerside '• of the tile. Apply a miuiirati1.1" (25.4 rim) x 10' (254 mm) bead of adhe.ii*.directly ppjbe inner• edge of each side of thesom.e.r tile. rAk4U4' approximately 3/4"" (1,' !)pto 1" F3S.� Ia�m) from the outside edge ffttlt tile, inward!4ree o4 foam to allow for exprslb'1; • •• • • 4. Turn cover tile over aftivlfor is apj lied and place onto pan tile course. Insure ii aum of 20 (129 cm') - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. • • • • .• • • 5. When additional nailing is required. 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 •