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RF-17-1887Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Issue Date: 7/25/2017 Permit NO. RF -7-17-1887 Permit Type: Roof Work Classification: Tile Permit Status: APPROVED Expiration: 01/2'/2018 Parcel Number Applicant 390 NE 103 Street Miami Shores, FL 33138- 1132060134980 Block: Lot: MARK HUMBLES Owner Information Address 390 NE 103 Street MIAMI SHORES FL 33138-2433 Phone Cell Contractor(s) Phone Cell Phone ISAACS ROOFING & INSULATION COI (305)234-5234 (786)277-9756 Valuation: Total Sq Feet: $ 29,900.00 4200 Type of Work: Re Roof Additional Info: RE -ROOF TILE TO TILE Classification: Residential Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $18.00 $5.25 $5.25 $6.00 $350.00 $9.00 $24.00 $917.50 Pay Date Invoice # 07/25/2017 07/25/2017 Bond #: 3464 Pay Type RF -7-17-64667 Credit Card Credit Card Amt Paid Amt Due $ 50.00 $ 867.50 $ 867.50 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing infor tion is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the abov amed contractor to do the work stated. Authorized Signature: Owner / Applica Building Department Copy ontractor / Agen July 25, 2017 Date July 25, 2017 1 BUILDING PERMIT APPLICATION BUILDING PLUMBING 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 FBC201'4 Master Permit No. 72F-(4 Sub Permit No. ❑ ELECTRIC 1v QOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP '145t0 ,CONTRACTOR JOB ADDRESS: `O 1 , £ 1O S e�C/� DRAWINGS City: Miami Shores County: Miami Dade Zip: 3313$` - NO )4" Folio/Par'cell /f ?j2.49 f0 o i`3 a,1 $ d Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Pr 1 b to? Phone#f 305- 45-0- 15.71 Address:egAC1310 3 ! City: 1 • 57 Tenant/Lessee Name: Phone : Email: State: AC Zip:�r�/ CONTRACTOR: Company Name: �►—`JeI° 1 Vv� Phone#: 23�/r v3 V Address: I/7-2%2i-/� //�� •S 0 No (Q 1� Q 0 City: /2a,f/il.24fcj (J State: f l— Zip: 3c--2-- Qualifier Name: /�t�L�1 c CZ /i Phone#: 9-/6 29-- at 9$-C Stare Certification or Registration : Ce ) 1 L c5 ( Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ VI 4 0 v Square/Linear Footage of Work: Lf 2e 0 57 l ❑ Demolition Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace eescription oof Wo:101 P.Q - .t Specify color of color thru tile: ?oorla Submittal Fee $ Permit Fee $.3'50 - CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ p P Technology Fee $ Training/Education Fee $ Double Fee $��iTT Structural Reviews $ Bond $ � JDO W TOTAL FEE NOW DUE$ -3trz,--) ' 150 (Revised02/24/2014) 86 ,5D Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. LgTturel \t) OWNER or AGENT Signature CONTRACTOR The forfegoing instrument was acknowledged before me this The for Ag instru w. acknowledged before me this /b day of ii.C/ q , 20 1-7 , by 97 da f , 1 / by 0 m e or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: WI' !/ 4,04/1t1 , who is personally known to Sign: e Print: Seal: �vv r "off Notary Public State of Florida Rosanne Defolacono My Commission GG 115801 or of Expires 06/1= 2021 identification and who did take an oath. NOTARY PUBLIC: Print: Seal: Commission IP GG 027219 -;� My Comm. Expires Sep 6, 2020 .''� �p t"` Bonded through National Notary Assn. *********** ***************************************************************** APPROVED BY (Revised02/24/2014) Plans Examiner Structural Review Zoning Clerk 7/24/2017 Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER Detailed Report Property Information Folio: 11-3206-013-4980 Property Address: 390 NE 103 ST Miami Shores, FL 33138-2433 Owner MARK HUMBLES Mailing Address 390 NE 103 ST MIAMI SHORES, FL 33138-2433 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds/Baths/Half 2/2/0 Floors 1 Living Units 1 Actual Area 3,217 Sq.Ft Living Area 2,286 Sq.Ft Adjusted Area 2,751 Sq.Ft Lot Size 12,038.36 Sq.Ft Year Built 1952 Assessment Information Year 2017 2016 2015 Land Value $325,407 $270,731 $260,149 Building Value $177,651 $179,142 $180,605 XF Value $48,157 $48,651 $29,726 Market Value $551,215 $498,524 $470,480 Assessed Value $233,276 $228,478 $226,890 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $317,939 $270,046 $243,590 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. Coun y, School Board, City, Regional). Generated On : 7/24/2017 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $183,276 $178,478 $176,890 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $208,276 $203,478 $201,890 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $183,276 $178,478 $176,890 Regional Exemption Value $50,0001 $50,000 $50,000 Taxable Value $183,2761 $178,478 $176,890 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: 7/24/2017 Property Search Application - Miami -Dade County OFFICE OF SHE PROPERTY APPRAISER Generated On : 7/24/2017 Property Information Folio: 11-3206-013-4980 Property Address: 390 NE 103 ST Roll Year 2017 Land, Building and Extra -Feature Details Land Information Land Use Muni Zone PA Zone Unit Type Units Calc Value GENERAL R-17.5, R-18.5 1000 Front Ft. 102.02 $325,407 Building Information Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value 1 1 1952 1,998 1,557 1,777 $110,384 1 2 1972 729 729 729 $45,284 1 3 2007 490 0 245 $21,983 Extra Features Description Year Built Units Calc Value Whirlpool - Attached to Pool (whirlpool area only) 2009 50 $6,510 Pool 8' res BETTER 3-8' dpth, tile 650-1000 sf 2009 1 $37,200 Patio - Terrazzo, Pebble 1997 282 $1,485 Patio - Concrete Slab 1973 285 $718 Patio - Brick, Tile, Flagstone 1952 50 $330 Wall - CBS unreinforced 1952 870 $1,914 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: 7/24/2017 Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER Generated On : 7/24/2017 Property Information Folio: 11-3206-013-4980 Property Address: 390 NE 103 ST Roll Year 2016 Land, Building and Extra -Feature Details Land Information Land Use Muni Zone PA Zone Unit Type Units Calc Value GENERAL R-17.5, R-18.5 1000 Front Ft. 102.02 $270,731 Building Information Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value 1 1 1952 1,998 1,557 1,777 $111,270 1 2 1972 729 729 729 $45,648 1 3 2007 490 0 245 $22,224 Extra Features Description Year Built Units Calc Value Pool 8' res BETTER 3-8' dpth, tile 650-1000 sf 2009 1 $37,600 Whirlpool - Attached to Pool (whirlpool area only) 2009 50 $6,580 Patio - Terrazzo, Pebble 1997 282 $1,503 Patio - Concrete Slab 1973 285 $724 Patio - Brick, Tile, Flagstone 1952 50 $330 Wall - CBS unreinforced 1952 870 $1,914 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: ISAACS ROOFING SUBMITTED TO: Mr. Mark Humbles 1211 Stirling Road #106 Dania Beach, FL 33004 JOB NUMBER: RG -16-1207-42T JOB NAME: Re -roof Tile to Concrete Tile. PROPOSAL DATE: July 5, 2017 PHONE: (305) 450-1574 EMAIL: 'nom nerneroI construG,oncotoCL7m JOB ADDRESS: 390 East 103rd Street Miami Shores, FL 33138 We are pleased to submit a Proposal for the re -roof of the property captioned above with specifications as follows: SCOPE OF WORK: PART 1 - RE -ROOF TILE TO CONCRETE TILE OR STANDING SEAM METAL 1. Strip (1) existing roof down to a clean smooth and workable surface. If multiple layers of roofing felts exist, additional cost will apply @ a rate of 50 cents per/Ft for Shingle and Tile and a rate of 75 cents per/Ft for Metal. Initialed 2. Remove and replace rotten/ water damaged wood beyond 100 sq ft. or In /ft. will charge at the following rates: $90 per sheet of plywood, - Soffit wood, tongue, groove and 1" fascia wood $6.75 In. ft. For plank wood such as 2"x4" trusses and fascia, cedar $9.75 In. ft. Initialed 3. Re -nailing structural deck @ 6" o.c. or up to code a flat rate of 25 cents per foot will apply if needed. Initialed 4. Remove and dispose work debris. 17225 S Dixie Hwy. Suite 200 Palmetto Bay, FL 33157 TEL: (305) 234-5234 FAX: (305) 234-5753 State License Nos. CCC 1327401 and CCC 1325556 www,isaacsroofing.cont SUBMITTED TO: Mr. Mark Humbles July 5, 2017 Page 2 of 4 RE: Job No.16-1207-42T-M @ 390 East 103rd Street. Miami Shores, FL 33138 PART II - APPLICATION OF TILE ROOF SYSTEM 1. Installation of 30# roll base felt mechanically fastened with ring shank nails and tin caps. 2. All new Galvalune flashing will be installed in accordance with Dade County and manufacturer's specification and will be done during the appropriate stage of the roof assembly. 3. Application of tile underlayment roll cap felt, fully adhered application. 4. Installation of concrete tile with Polyfoam installation as per Manufacturers and Dade County specifications. 5. Remove and dispose of all work debris. GUARANTEE: All work and materials will be guaranteed by Isaacs Roofing for a period of Seven (7) on Tile Roof as well as Metal Roof from date of substantial completion against poor workmanship and/or faulty materials. Isaacs Roofing & Insulation Corp. reserves the right to discontinue this warranty due to any work performed on the roof by other tradesmen and/or parties other than those employed by Isaacs during the warranted time. This guarantee is not transferable. This guarantee does not cover natural disasters such as but not limited to: hurricanes, tropical storms, windstorms, tornadoes, tidal waves, hail storms, fire and/or other casualty losses. NOTICE: Isaacs will exercise reasonable care when performing the work, but cannot be held responsible in any manner for damage to sidewalks; driveways, shrubbery, screening, septic tanks, pipes, gutters, cables, any types of wiring above or below the ground, nor be responsible for any ceiling damage during the process of the roofing work. We will not be held responsible for water damage to the exterior and/or interior of the premises unless such damage is caused by the negligence of Isaacs Roofing. Isaacs Roofing is not held liable for any damages to the attic, its contents, electrical, air conditioning, water or gas lines that are below the roof sheeting line. 17225 S Dixie Hwy. Suite 200 Palmetto Bay, FL 33157 TEL: (305) 234-5234 FAX: (305) 234-5753 State License Nos. CCC1327401 and CCC1325556 www.isaacsroofing.com SUBMITTED TO: Mr. Mark Humbles July 5, 2017 Page'4 of 4 RE: Job No.16-1207.42T-M @ 390 East 1031d Street. Miami Shores, FL 33138 ISAACS ROOFING 8. INSULATION CORP By: Alain Gonzalez - Vice President ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payments will be made as outlined above. THE POSSIBLE ADDITIONAL CHARGES AS LISTED IN PART I, 1, 2 8 3 HAVE BEEN FULLY EXPLAINED TO ME. By: X Authorized Signature Acceptance Date: 715 1 • 17225 S Dixie Hwy. Suite 200 Palmetto Bay, FL 33157 TEL: (305) 234-5234 FAX: (305) 234-5753 State License Nos. CCC 1327401 and CCC 1325556 www.isaacsroofing.com SUBMITTED TO: Mr. Mark Humbles July 5, 2017 Page 3 of 4 RE: Job No.16-1207-42T-M @ 390 East 103rd Street. Miami Shores, FL 33138 NOTE: Rain Gutters generally cannot be saved if there is decayed wood behind them or if they are fastened through the existing eave flashing. Any stuccckto walls/chimney that is necessary, is not included in contract price �' Int. CUSTOMER SHALL COVER FURNITURE AND OTHERWISE PROTECT THEIR PROPERTY. Notwithstanding the foregoing, all roofing permits required by the City and or County shall be obtained by Isaacs Roofing and paid by the owner! Int. We hereby propose to furnish labor and materials, complete in accordance with the above specifications, for the sum of: (Re -Roof Tile to Concrete Tile) Thirty One Thousand Five Hundred Dollars $29,900.00 Int. With payments made as follows: 1/3 Deposit; 1/3 Plus change orders upon first inspection, permit, wood, and renailing cost, 1/3 Upon completion. Price based on cash or check payment, all other forms of payments subject to a 3% surcharge. All payments are due upon presentation of invoice. An 18% interest rate or the maximum statutory rate shall be added to all sums not timely paid. In the event suit is commenced, customer shall be liable for reasonable attorney's fees, court costs and other costs reasonably necessary to collect the outstanding debts, including but not limited to filing of any construction lien. ***NOTE*** Please note that if you choose to go with Ygrene Financing there will be an YGrene Administrative fee of 3% of the total final billing. Also please be advised that if you decide to do any other renovations besides the roof you are responsible to open a separate project account at your expense because some projects are longer than others. Thi ill revent and avoid any delays in our payment once roof is completed " Int! 17225 S Dixie Hwy. Suite 200 Palmetto Bay, FL 33157 TEL: (305) 234-5234 FAX: (305) 234-5753 State License Nos. CCC1327401 and CCC1325556 www,isaac sroofing.com 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. To: Miami Shores Village Building Department Date: 1.0 1.c0, Zol15' 10050 NE 2nd Ave Miami Shores, FI 33138 /4t lJbGk5 Property Address: 3 7,0 I Y (ef3 Re: Owner's Name: Roofing Permit Number: Dear Building Official: ` I / ` t4 - (A" 1)2J certify that I am not required to retrofit the roof to wall connections of my building because: ❑ The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ 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 Vti � '-k-\v\, (P`rint'Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 0 day of Notary Public, Sate of Florida at Large [' Notary Public State of Florida Rosanne Delloiacono My Commission GG 115801 Expires 06/18/2021 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Miami Shores Vwage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit # qp (1' 1 v 7�" DATE: /(' "t -" INSPECTION AFFIDAVIT 4/10L,„tk 1A.,(k (Print name and circle License Type) licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector License #: Ccs -C t'5 L./S-5-6, On or about (LYC-0/1'3.2 j °J 7--, •I did personally inspect the roof deck nailing (Date &x•me) work at 3 6 l6) 3 2 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844'F.S�, Signature State of Florida County of Dade: 10 The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of 07/x/7 NotaryPublic,Sate of Florida at L r - / a g/ `General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an permit # and address # clearly shown marked on the deck for each inspection P ,ace,l ,,, /7l1(1/')/11A%Fellh1110 o,,,,,, MARGARITA 8IRGEN NotaryPuplk Stole of Florida : My Comm. Expires Apr 1, 2018 1 �` Commission +r FF 108835 ,,f ' 4:•t • ato Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application For Section D (Steep Sloped Roof System) Roof System Manufacturer: ezitciz. Notice of Acceptance Number: � "' ��'1 01 .... • •'• •••• Mir. imum Design Wind Pressures, If Applicable (From RAS 12/PorCalculatipres): P1:r77 P2: 0f/r®P3: Z ,3• /.:.. . � Maximum Design Pressure (From the NOA Specific System):.29-5 •••• .• • • • • • •••• • • • • • ••• •• • •• Method of tile attachment:"li/� /'" %7 ••• •• • . • • /oo . Roof Slope: :12 Steep Sloped Roof System Description Deck Type: ype Underia ent: nsulation: /1 3to 41.1s 7Z 7 •: • • ....i• • • • • • •...i• Fire Berner. Ridge Ventilation? /WA e1/4 NI? astener Type & Spacing: dhesive Type: Mean Roof Height: 402.-- r M,liami Shores Village A 3PROVED BY DATE zc NING DEPT BLDG DEPT 7/z/p. SIJ JECT TO COMPLIANCE WITH ALL FEDERAL STATF AND COUNTY RULES AND REGULATIONS sci-rQ�iy.p r% ype Cap Sheet. eorul 7-7Leyea I oof Covering: Awdeechokkr 940 Type & Size Drip Edge: 3):3.24091. 4d L. Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for MrwIth the valves from Mr. If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. M hod 1 "Moment Based Ti�'le Calcul tions Per RAS 127" 7' o ® _ ��// .... �% �1!IOyr r . a (P22 -1 -xXa�� = �r°� -Mg. �-K1 �% 0 NOA.11tr.. '••••• (P3 zJ� ®3la/ s -Mg:+ . d®=Mr / NOA.tj� i ••••• • •• Method 2 "Simplified Tile Calculation Per Table Below; ... • • Required Moment of Resistance (Mr) From Table Below NOA N1• • • . • • • • • .. • • . . • .. . •.. Mr Required Moment Resistance* • • • • - • • • Mean Roof Height — Roof Slopel 15' 20' . 25' •-•'• • •• • 30• : • • •410: • 2:12 34.4 36.5 38.2 : /t1 • 42.2 3:12 32.2 34.4 38.0 • • 31.4 • • •32.8: 412 30.4 32.2 33.8 Average Tile Weight 35.1 NOA 373• 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 14A 25.9 _ 21.1 282 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules 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" (Pi :_._x1:_— __x w:= )-W:xcos 0: = Fri:^ (P2: __ x l: , = z w: = ) — W • x cos 0: = Fre: (P3: xl:.=_x w:= )—W:XCoil e:`= Fr3:� NOA F' NOA F` NOA F' Where to Obtain Information Description Symbol Where to find Design Pressure P 1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope g Job Site Aerodynamic Multiplier 1r NOA Restoring Moment due to Gtavity M. NOA Attachment Resistance Mr NOA Required Moment Resistance M, Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions 1= length w— width NOA All calculations must be submitted to the Building Official at the time of permit application. • • • • • • • •••• ,• • . MIAMI-� COUNTY "Delivering Excellence Every Day" MIAMI-DADE COUNTY ------ REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this form. The owner's initials in the designated space indicates that the item has been explained. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistanceand wfite,4OtruskW. ••• performance standards. Aesthetics (appearance) are not a consideration with respect to workmans$ig provisie is. Aesthetic issues such as color or architectural appearance, that are not part of a zoniilg•oode, should'6e addressell as pert of the agreement between the owner and the contractor. •.... .•. • • .... .• .. 2. Renailing wood decks: When replacing roofing, the existing wood roofdeekmay hai to be • renailed in accordance with the current provisions of Chapter 16 (High Velocity Hufric'aiie Zone) of the Pl't3Yln Building Code. (The roof deck is usually concealed prior to removing the existing rpofbsxstem. 3. Common roofs: Common roofs are those which have no visible delinedtiatt lletweep.neighboihtg•: units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractotind/or owner should notify the occupants of adjacent units of roofing work to be performed. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of main aining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Owner's/Agent's Signature: Contractor's Signature: Property Address: Date: Permit Number: MIAMI. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www. miamidade.eov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke tlis tteeeptance, if it is determined by Miami -Dade County Product Control Section that this product or material•t'als to meet•tite requirements of the applicable building code. • • • • • • • This product is approved as described herein, and has been designed to comply with the Florida building Cod''' including the High Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: Barcelona 900 Concrete Roof Tile .... .. • • . . • .... . .. . ... . . •• •• ••• • LABELING: Each unit shall bear a permanent label with the manufacturer's name or loge 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 anti jherehas be, • ,no ihang4 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. This NOA renews NOA No.12-0222.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. • • • MIAMI•DADE COUNTY APPROVED NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 1 of 7 • � • • ROOFING ASSEMBLY APPROVAL Category: Sub -Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE This approves a roofing system using Barcelona 900 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 with 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 Barcelona 900 Trim Pieces Dimensions Length = 17" Width = 13" '/z" thick Length: varies Width: varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL 2.2 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies MIAMI•DADE COUNTY APPROVED Test Specifications TAS 112 Type — 1 a TAS -112 Test Identifier 7161-03 Appendix III 7161-03 Appendix II P0402 Letter Dated Aug. 1, 1994 P0631 -0I Product Description High profile, interlocking, one-piece, 'S' shaped, high-pressure extruded concrete roof tile equipped with three nail holes. F.dr'diitP.ct deck or battened nail-on,:meahanically iasiened, mortar set or adhesive set applications. .• • • Accessory trim, boos3ci parcelopa, cgncrete roof pieces for use dtlliyerakes„Iridges'and valley terminationsiniareufactured for.4ach tile..;..' . . . profile. . . . . • . • . • . . .. . Test Nanie/Report Static Uplift Testing TAS 102 & 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) ... • • . .. Date Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 July 1994 • • • NOA No.: 16-0711.01. Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 2 of 7 Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. American Test Lab of South Florida 3. LIMITATIONS: IC -1320-94 25-7688-3 25-7688-10 25-7688-5 25-7688-4 520111-3 520191-2-1 Calculations Evaluation Calculations RT0617.03-16 Physical Properties TAS 112 TAS 101 (Adhesive Set) TAS 101 (Mortar Set) Static Uplift Testing TAS 102 (3" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing June 1996 TAS 102 (4" Headlap, Nails, Clips) Static Uplift Testing Dec. 1998 TAS 101 March 1999 Aerodynamic Multiplier 09/01/16 Restoring Moments Due to 09/01/16 Gravity TAS 112 06/29/16 Feb. 1995 June 1996 July 1996 June 1996 • • • • • •• • 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 th`PAS 106 ma' required, refer to applicable building code. • • ." ▪ • • 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory tQ .rorm quirtg �1Y test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Qegfvutent ofell,ggulttory and Economic Development — Product Control Section for review. • • 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Apptcatiops Stanclards▪ •listed section 4.1 herein. • ••• • 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the toofislope einl •ssv tated • 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. •••• ••• • • • • • • • • • MIAMI•DADE COUNTY APPROVED NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 3 of 7 • 4. INSTALLATION 4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Barcelona 900 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - A (ft3) Tile Profile A (ft3) Batten Application A (ft3) Direct Deck Application Barcelona 900 0.286 0.301 • • Table 4: Attachment Resistance Expressed as a Moment = Iliket•Ib1) '..•: .., for Mechanically Attached Systems . Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) .... Tile Profile 2":12" 3":12" 4":12" 5":12" 61:12;"•. •• • -'7"!12" or ••4 ••threlter Barcelona 900 Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Batten; ,Qti ct pgck Batteps Direct t Dec' 6.19 7.07 6.19 7.00 6.19 6.90 6.06 6.76 _ 5.92• .A,00 _• _ �.?Q. 6.4Z. • • Table 4: Attachment Resistance Expressed as a Moment = Iliket•Ib1) '..•: .., for Mechanically Attached Systems . Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Dirgct Deck (mi11• j9/32" plywood) E•'Babtens • •. • • ; • •. •• Barcelona 900 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 - 9.2 7.3 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1-10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2-10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 . 38.6 2-10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 MIAMI•DADE COUNTY APPROVED NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 4 of 7 • • • . . . ... • • Table 5: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Mechanically Attached Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Barcelona 900 2-10d Ring Shank Nails' 33.1 48.1 45.2 1 Installation with a 4" tile headlap and fasteners are located a min. of 21/" from head of tile. Table 6: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barcelona 900 • Adhesive' 29.32 1 See manufactures component approval for installation requirements. 2 TILE BONDTM Roof Tile Adhesive; Average weight per paddy 10.7 grams. . ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH -160; Average weight per paddy 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mu(ft-lig) •...,• for Single Paddy Adhesive Set Systems •..• •• •••• • •• Tile Profile Tile Application 101t$1tffium Attachtnent •• Resistance • •• Barcelona 900 ICP Adhesives Polyset AH -160•....• 66:53..* .. ICP Adhesives Polyset AH -160 38Y ... .. . 3 Large paddy placement of 63 grams of ICP Adhesives and Sealants, Inc.'s ICP AdhesiveS1Pdl7set AH -160_•• • • 4 Medium paddy placement of 24 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesi:t8Mt/set AH -160. . Table 8: Attachment Resistance Expressed as a Moment - Mkt. •• • for Mortar Set Systems � "' • • Tile Profile Tile Application Attachment Resistance Barcelona 900 Mortar Set5 24.5 6 See specific mortar manufacturers Notice of Acceptance MIAMI•DADE COUNTY APPROVED NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 5 of 7 ••• • .• 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR BARCELONA 900 TILE (LAKE WALES FL PLANT 2) 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 code ilt oid�l•to properly evaluate the installation of this system. • • • • •• • • • • • MIAMI•DADE COUNTY APPROVED •••• •• . • • • • • • • •1.• • •• • 1.• • • • • • f• •• • • • • • • • 1 • • • • • • • • • • • • 1 •• • ••• • • • NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 6 of 7 PROFILE DRAWING NAIL HOLES OVERLOOK 3518" MIAMI•DADE COUNTY APPROVED 17" UNDERLOCK BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE 13" ..•. • • • •••. • . • . •• • ••• • • •. • • • • •••• •• • • • • • • • • •••• . •. • ••• • • • • • ••• ••• •• • • • •• • • • • • . • • • • • •. • ••• • • • NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 7 of 7 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.Qov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: BORAL TileSeal . . . • . •. . • ... . . .... ... . . • • . . •• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logos city, state and following. statement: "Miami -Dade County Product Control Approved", unless otherwise noted hereiq' • • • • • •. ••. • • •... • .. RENEWAL of this NOA shall be considered after a renewal application has been filed ant •tLerahas beennoachange •• .. .. . 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 chtn▪ 'g'e'il▪ 'the . materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsemmnt oft ' plroduct,• for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with ally 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 revises NOA#12-1219.01 and consists of pages 1 through 4. The submitted documentation was reviewed by Juan E. Collao, R.A. MIAMI•DADE COUNTY APPROVED NOA No.: 13-1113.05 Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 1 of 4 • ROOFING COMPONENT APPROVAL Category: Sub -Category: Material: Roofing Underlayment SBS PRODUCTS DESCRIPTION: Product BORAL TileSeal Dimensions 36" x 36' rolls 36" x 72' rolls MANUFACTURING LOCATION: 1. Brentwood, NH EVIDENCE SUBMITTED: Test Agency Underwriters Laboratories, Inc. IRT-Arcon, Inc. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. PRI Construction Materials Technologies, LLC. MIAMI•DADE COUNTY APPROVED Test Specification TAS 103 ASTM D 1970 Test Identifier RI4610 02-012 NEI -006-02-01 NEI -008-02-01 NEI -045-02-01 NEI -053-02-01 NEI -076-02-01 NEI -034-02-02 Product Description SBS self -adhering asphalt sheet material with a white glass re -enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. Test Name/Report Follow up Service TAS 103 TAS 103 : ••• •• • TAS 114 (H) • ASTM D 4798 & ASTM G•1SS• ASTM D 4798 & ASTM G.1.SS • TAS 103 / ASTM D4798•• • • ASTM D 1970 •••••• •. . . . . • • • . •• • Date 03/28/02 • • 4k?/28/02 • • 0%01/02 0ih'30/02• • • 008/07; • • ' 05701/08..... • 4112,14/11 • 01'29/13• • •• • • • .• • • ••• • • • NOA No.: 13-1113.05 Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Deck Description: System E(1): Base Sheet: Membrane: Surfacing: MIAMI•DADE COUNTY APPROVED Wood, non -insulated 15/32" or greater plywood or wood plank Anchor sheet mechanically fastened deck, membrane adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" head lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of BORAL TileSeal Underlayment with a minimum 3" head lap and minimum 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. Note: When used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 6" o.c. at the side laps. No nails or tin caps shall be exposed. Approved for Approved Adhesive Set Roof Tile Systems, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. • to • • • •• • • •• • •••• •• •. • • • • • • • • • • •• • • • .•.• ••• • • • .• • •• • •• • • • • •• • •.• • • • •• • • • • • ••• • •. • • • • • • • �• • •••• • • • NOA No.: 13-1113.05 Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 3 of 4 • LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. • • 11. When applying the membrane in the valley, start at the low point and work to the high'poi?it,:rolling,the Membrane .' from the center outward in both directions. For ridge applications, center the membreee•aod roll frorntte center•:• outward in both directions. • 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface: special attention to overlap areas.• • 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly •current Islrxl•iuo; Contro• • • • Notice of Acceptance and applicable Building Code. • • „• •: 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. Thisarge, piece lika14& pres�ecf ": in place and formed around the protrusion to ensure a tight fit. A second layer of BOW, ZileSe4,1.underlaympfr'•: shall be applied over the underlayment, and sealed using an SBS modified mastic. ': 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below • MIAMI•DADE COUNTY APPROVED END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED NOA No.: 13-1113.05 Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 4 of 4 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44th Street Coral Springs, FL. 33065 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidade.gov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 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 ahtl.•tii2=e has Ji2erlio chat g0 • • • •• •• •• • 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 crrel1t• ar ge in •the • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an enc riem nt ofppy prpduct, fbt • •; sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with arty Pection 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 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ti 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 ICP Adhesives N/A Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 & 100 Test Specifications TAS 101 PRODUCTS MANUFACTURED BY OTHERS: Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment . • . . .. . • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current Vu 14 ihich list attachmer>,t resistance values with the use of ICP Adhesives Polyset® AH -160 roof tile adhesive. ••••• • •• • • .•.. . .• MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 . ... •. .. •• . • • • • • . • • • • • • . • •.• • •.. • . . Results • • • • • • • • • • • 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 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. MIAMI•DADE COUNTY APPROVED 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 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB -589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1•• •�•� 528454-10-1 • • •• • .• . •.. . . 520109-1 TAS 101 12/7$/98 • 520109-2 . 520109-3 •••• •• • •• • .• . . 520109-6 •••• • •• . . 520109-7 • • • 520191-1 TAS 101 03702/99 • 520109-2-1 • •• •• ••• ••• • LIMITATIONS: •• • • • •• • ••• • • • 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating 2. ICP Adhesives Polyset® AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH -160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0322.03 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 RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. ICP Adhesives Polyset® AH -160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPack® 30 & 100 dispensing equipment only. 7. ICP Adhesives Polyset® AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset® AH -160 has been dispensed. •...• • 9. ICP Adhesives Polyset® AH -160 placement and minimum patty weight shall be in .adordaalce with1158. 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. MIAMI•DADE COUNTY APPROVED • . • • .... .. • • • . .. ....• . •. .. . . .. .. • ... .• . ... • . . • • . • • . • . • .. .. • . • . ... • • • NOA No.: 17-0322.03 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 Area Minimum Paddy Gram Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at head of tile 9-11 sq. inches at overlap 12 grams per paddy Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead 17 grams per bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of thy 41•• manufacturer's name or logo and following statement: "Miami -Dade County Product Contro: approved" orthe Miami - Dade County Product Control Seal as shown below. • • BUILDING PERMIT REQUIREMENTS: • • • • • •••• •• • • • • • • • • •••• • •• • • •• •• • ••• • • • •• • As required by the Building Official or applicable building code in order to properly evaluart1,14{stallationrof this system. MIAMI•DADE COUNTY APPROVED • • • • • • • • • •• • • • • .•• • • ••• • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Nall through plastic c 'when required' MIAMI•DADE COUNTY APPROVED Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib 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 mannti,Pis ire appiTurr ately 1 • • (109.7 cm2) — 23 (148.4.�>n2�square inctAdhesi%••;• contact with the undersickJithe tile. • • • •••• •• • • • • •• • •••• • •• • • • • • • ••• • • ••• ••• •• • • • • • '• High Profile / Single Pan File •• • • • •• • ••• • • • 1. Starting at the eave course, apply a min1ha:m 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. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Nail through piattic cement Warn rewired} MIAMI•DADE COUNTY APPROVED Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12 (77.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 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 approNimatily 17 (09.7'rm2) — 23 (148.4 cm2) square inchiesive contactwith the underside of the tile. • • .. • .• 2. At the second course, apply n•rni ;imum.2." (f0.8mm3• • x 7" (177.8 mm) x 1" (25.4 PM, foam pacrd .onto..• underlayment positioned ag' S1Z8Afi undeir•thr •pan '• portion of the tile closest to the overlock'Uf the tile • •. •.. . being set. •• •• •• • 3. Continue in same manner.'l Qre apprvoi. Lnately 12': • (77.4 cm2) - 14 (90.3 cm2) square inch adht.s ve 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) Neil through. ptaehe (whiert required) P+.l IeirwwtaTll.Y 74\‘'.3-41' iia,, moans optimal, Fam4a *photo datum dor. olp arip• 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 being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. •.•. • • • • ••.. • • • •• • ••• • • • • • •••. •• • • • • • • •••• • • •• •• •• • • • • • • • • •• • • ••• • • • •• • • • • • • .• • • •• • • . • • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Flat/Low Profile Tile Medium ProfllGTlle MIAMI•DADE COUNTY APPROVED 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in2 (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 in2 (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) • • • • • •• . .•• • • •••• ••• . •• •••• •• • • • •• • . •••• • •• • • .• •• • • • • • • • • • •• • • ••• • • • •• • • • • ••• . .• • • • • • • • •••.• �• • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 • ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) 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 eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71 cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. • • • • •• • 000000 • ••.• • • •••• ••. • • • •• • •••••• �• • • •••• • • ••• • • •• • •••• • •• • • •• •• • • • • • • • • • • •• • • ••• • • • •• • • • • • •••• • • • •• ••• • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 • 1 p 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. Underlayment Steep pitch applications (when required) Eave downs (motar shown) Weephole Fascia Board Sheathing 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 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 down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) square. in i contact area on each sire Qf•tli a covestilit¶o the...,.. pan tile. Continue in saiil2 milnner.4i1 i away • any cured exposed foam 7?i sive. Pointis - - longitudinal edges oft fiver tiles are • considered optional. • • •• • • • . . ... • • 5. When additional nailiil ii s•e uireQ ?'+(50.8 •••.. mm) x 4" (101.6 mintage?. or the tieq, wire • system using galvani2ed, stalnlesstteel,or •• copper wire and comCatiVh.nails rnaylbe used.. END OF THIS ACCEPTANCE .. . •.. . • .. • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 •