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RF-18-1385Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Pe Issue Date: 5/22/2018 Permit NO. RF-5-18-1385 Permit Type: Roof Work Classification: Flat Permit Status: APPROVED Expiration: 11/18/2018 Parcel Number 155 NW 110 Street Miami Shores, FL 33168- 1121360030520 Block: Lot: Applicant DANIA GOMEZ Owner Information Address Phone CeII DANIA GOMEZ 155 NW 110 Street MIAMI SHORES FL 33168-4320 (786)426-5700 Contractor(s) OMEGA ROOFING INC Phone 305-826-1144 CeII Phone Valuation: Total Sq Feet: $ 13,700.00 1000 Type of Work: Re Roof Additional Info: RE -ROOF 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 $8.40 $3.75 $2.50 $2.80 $250.00 $9.00 $11.20 $787.65 Pay Date Invoice # 05/22/2018 05/22/2018 Bond #: 3769 Pay Type RF-5-18-67637 Check #: 4806 $ 737.65 $ 50.00 Check #: 4805 $ 50.00 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Tin Cap Final Roof Roof in Progress Renailing Affidavit Review Roof 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 ELE - CHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNE constru AFFIDAVIT: I certify that all the for tion and zoning. more, I auth •oing information is accurate and that all work will be done in compliance with all applicable laws regulating e the above -named contractor to do the work stated. May 22, 2018 Date Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy May 22, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number. INSP-002360-2018 Permit Number: RF-5-18-1385 Scheduled Inspection Date: December 12, 2018 Inspector: Naranjo, Ismael Owner: DANIA GOMEZ Address: 155 NW 110 ST Project: Miami Shores , FL 33168 Contractor: OMEGA ROOFING INC ARDIEL BARNO Permit Type: Roof Inspection Type: Roofing Final Work Classification: Flat Phone Number. 7864265700 Parcel Number: 1121360030520 Phone Number. 3058261144 Building Department Comments RE -ROOF TILE Checklist Item General Comments Passed False Comments Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 11, 2018 For Inspections please call: 305-762-4949 Page 8 of 39 Miami Shores Vuiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit # g 3 $ DATE: �Z '4 6 ! P INSPECTION AFFIDAVIT o•c• r-•�Di' (Print name and circle License Type) License #: C CC 0-5 "44 7 2 licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector On or about F7Z '� [ r ? , I did personally inspect the roof deck nailing (Date & time) \_ work at / -5 •S k w / I (9 s 6 (Complete Job Site Address) Based upon th. - . . '. . --rmined the installation was done according to the Hurricane Mitigation Retrofit M State of Florida County of Dade: 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 Notary Public, Sate of Florida at 'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection Pouic4r4 nn 17f1nf'NIt A 1Ff71fMQ Kam! 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 [9'ROOFING ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS JOB ADDRESS: l 7 .5 IL/ li(J tiO $ City: Miami Shores County: Master Permit No. Sub Permit No. ❑ REVISION ❑ CHANGE OF CONTRACTOR Miami Dade BC 20R � 1-138S ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS Zip: 7 T l 61 d Folio/Parcel#: /( Z/ 3 6 -OO-5 -0 5 ZD Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Va - s..-_,A ,3/ v��o 0-7 Phone#: —7702 `5; i Address: 3-5 /�) [ le Ci Y City: Tenant/Lessee Name: / Phone#: ectv`ryo .4 •e7 / (P Email: CONTRACTOR: Company Nam Address: City: Qualifier State: d! Zip: —5 -5/ 62 at 2o 12o /r9s -5 d"C �a ✓ ✓s State: Name: A,/'Y . ( �o Jr 0f` Phone#: - tv 8 j 114 Y Zip: P Phone#: s6 4-f 7Z C20 3 State Certification or Registration #:" C•C OS' 74/ 7 Z Certificate of Competency #: CCC OPS 74 7 Z DESIGNER: Architect/Engineer: Phone#: —1705 ? 76 // Address: Value of Work for this Permit: $ City: State: Zip: J .•%i oO• o _ Square/Linear Footage of Work: / O OQ Type of Work: ❑ Addition [ I Alteration ❑ Description of Work: New Repair/Replace n Demolition Specify color of color thru tile: Submittal Fee $ Sopcttd Technology Fee $ k\ • W Scanning Fee $ Structural Reviews $ (Revised02/24/2014) OCpq Permit Fee $ 2 s o Radon Fee $ 2 • 50 Training/Education Fee $ 1:"-2QQ CCF $ 2 .4U CO/CC $ DBPR $ 3 ' l S Notary $ 2. a� Double Fee $ Bond $ SOo TOTAL FEE NOW DUE $ 2 31 . tj 3 Ti3i, (s 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 comm ' , ement must be posted at the job site for the first inspection which occurs seven (7) days after the building pennit is ed. In the absence . ch posted notice, the inspection will I roved and a reins ion fee will be charged. Signature Owner or Agen ---v---t r Signature Contractor The foregoing instrument was ac owledged be re me this Z 1 The foregoing instrument was acknowledged fore m s 'Z day of , 2012, by «„ t,; a , day of 1 , 20 , by +4 ) P ( ✓�eQJ who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. `��►►►iluwli1� `` cog CA(i;''%,�� NOTARY IC: ```�►►auluu��n,,,�. .` 1` • O % ��‘AAPM CA( '% • •M,µ1SSIOv f • .. �. l' 'i • . +cQy 20. 2�9�s• �� •' •MISSIoy • • C �, Sig fir: �� _ Sign: _ '4 P n�f;• #GG189888 F• ? Print: ' *••.' • '� -% c, *:1:6s, c' • • 0 4 a ' o #GG189888 ; • 99y • 60 151 S,.. • �o�.��` My Commission Expires: .'3, ' .''h /*/, itonnl►� \\\\\�� i��BllC STAtE. `0\,..� **************************** *** **** *********************x********************************************* Print: My Commission Expires: Cte APPROVED BY Plans Examiner Zoning Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Clerk Capistrano 3698 Kona Red Range -Range of Red Ref: .25 Emi:.83 SRI: 22 A.SRI: 28 CRRC: 0918-0018 NEW 3743 Cocoa Range -Ranger Dark Brown Ref: .12 Emi: .91 SBY 9 A.SRI: 12 CRRC: 0918-0106 39503 Maple Ridge -Hues of Brownish Tan, Rust ,Brown Streaks 3713 Northdale Blend - Blend of Reddish Brown, Gold, Gray, Brown Streaks 3773 Walnut Creek Blend - Blend of Tan, Orange, Dark Brown Ref: .20 Emi:.94 SRI: 21 A.SRI: 23 CRRC: 0918-0037 39506 Madison Springs Hues of Red Orange, Black Streaks 39609 Lakeport Blend - Blend ofReddish Browns, with ru, 30 A.SRI actual: #. A.SRI calculated: #. Yellow highlighted calculation indicates an A.SRI of 16 or greater. *Color bonded/slurrytiles not recommended in locales subject to repeated freeze -thaw cycles. Notice- To ensure your satisfaction with your tile choice, we request you obtain a current tile sample: or request addresses in your area from your local Design Center/Eagle Representative. Capistrano 3604 Carlsbad Blend - Blend of Terracotta, Brown, Yellow Streaking Ref: .18 Emi: .88 SRI: 15 A.SRI: 16 CRRC: 0918-0055 3629 Floridian Blend - Blend of Terracotta, Brown Red, Light Gray, Black Streaking 3661 Juno Blend - Blend of Terracotta, Brown, Red, Light Gray 3620 Bloomingdale Blend - BlendofGray,Eggplant,Gold 3645 Sunrise Blend - Blend ofTerracotta, Brown Ref: .18 Emi: .93 SRI: 18 A.SRI: 22 CRRC: 0918-0030 3664 Terracambra Range -Range of Terracotta 3679 Light Gray Range -Range of Light Gray Ref: .21 Emi:.93 SRI: 22 A.SRI: 21 CRRC: 0918-0004 3687 Brown Gray Range -Range of Brown, Gray Ref: .15 Emi: .91 SRI: 13 A.SRI: 15 CRRC: 0918-0028 A.SRI actual: #. A.SRI calculated: #. Yellow highlighted calculation indicates an A.SRI of 16 or greater. *Color bonded/slurrytiles not recommended in locales subject to repeated freeze -thaw cycles. Notice: To ensure your satisfaction with your tile choice, we request you obtain a current tile sample; or request addresses in your area from your local Design Center/Eagle Representative. 29 Property Search Application - Miami -Dade County Page 1 of 1 Summary Report Property Information Folio: 11-2136-003-0520 Property Address: 155NW110ST Miami Shores, FL 33168-4320 Owner DANIA GOMEZ Mailing Address 155 NW 110 ST MIAMI SHORES, FL 33168-4320 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3 / 1 / 0 Floors 1 Living Units 1 Actual Area 1,434 Sq.Ft Living Area 1,290 Sq.Ft Adjusted Area 1,270 Sq.Ft Lot Size 9,150 Sq.Ft Year Built 1940 Assessment Information Year 2017 2016 2015 Land Value $196,886 $164,440 $164,440 Building Value $88,392 $88,392 $88,392 XF Value $2,272 $2,304 $1,992 Market Value $287,550 $255,136 $254,824 Assessed Value $92,403 $90,503 $89,874 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $195,147 $164,633 $164,950 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. County, School Board, City, Regional). Short Legal Description MIAMI SHORES EXT PB 43-40 LOT 20 BLK 220 LOT SIZE 75.000 X 122 OR 16475-2101 0894 1 Generated On : 5/22/2018 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $42,403 $40,503 $39,874 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $67,403 $65,503 $64,874 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $42,403 $40,503 $39,874 Regional Exemption Value Taxable Value $50,000 $50,000 $50,000 $42,403 $40,503 $39,874 Sales Information Previous Sale Price OR Book -Page Qualification Description 08/01/1994 $69,000 16475-2101 :Sales which are qualified 03/01/1980 $55,000 10684-1458 'Sales which are qualified 02/01/1973 $29,500 00000-00000 iSales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 5/22/2018 Master Permit No. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) 1 High -Velocity Hurricane Zone Uniform Permit Application Form. AY 2 2n R 1 1 Section A (General Information) „" 1 /� Process No. 1 40 1 Job Address (5 S �./w //� ST 1 1 ROOF CATEGORY 1 ❑ Low Slope 0 Mechanically Fastened Tile Lol Mortar/Adhesive Set Tiles 1 1 ❑ Asphaltic Shingles 0 Metal PaneUShingles 0 Wood Shingles/Shakes 1 0 Prescriptive BUR-RAS 150 1 ROOF TYPE 1 ❑ New roof ❑ Repair 0 Maintenance M Reroofing 0 Recovering 1 ROOF SYSTEM INFORMATION n 1 Low Slope Roof Area (SF) 04 Steep Sloped Roof AREA (SSF) WOO Total (SF) 1 Opp 1 1 1 Section B (Roof Plan) 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- 1 sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1 Contractor's Name INTERNATIONAL CODE COUNCIL 13 a) W Q c co rL o w NAW 0) J ' 00'1 5 to BY I r Q E. w al, to i n u_ VMS o w w o R! nG DEPT O 0 Z I t i G•_ Z o) i r1 < Na_ 0 u) - 1 Z 1 z sik 0 , () 9 Z Z 1 1 1 1 1 1 1 tr 1 1 1 1 1 1 1 1 FLORIDA BUILDING CODE — BUILDING, 5th EDIl1ON (2014) 15.37 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 ^ Re: Owner's Name: o mot,,, a D ...0 Property Address: 13 S. /l./w /10 S Roofing Permit Number. Dear ding Official:/1 Q K ; 4 l.Qo�A.P'-1- certify that I am not required to retrofit the roof to wall connections of my building because: 1zl'The just valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions f ' •4 : ition of the S i . '.,\Florida Building Code (1994 SFBC) P cot, 0 CO ug.A.P? Signature Print Name Date: .-7Z l ! d7 State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above,.rst: kntioned. Sworn to and subscribed before me this Z/ l day of 2� 1 `.\QMCALvp %,,�� `� .Z` �.��ASQN209Fs� Q Notary Public, Sate of Florida at Large �� aA 2 o G �* • # G� • o ji•• o,�Pdfhrou h �S�sa' �• ��` • 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' t pctedu with Fi(C�Qi"a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.�g� '�� \\`\ Revised on 5/21/2009 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 15.36 SECTION 1525 HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Root System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation INTERNATIONAL CODE COUNCIL' FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Elie=cr Palacio on tun 8, 2015 10:32:12 AM pursuant to License Agreement No further reproductions authorized. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Ply Sheet Fastener/Bonding Material: 1 Top Ply: ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form, Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA") System Manufacturer: Product Approval No.: Design Wind Pressures, From RAS 128 or Calculations: P1: P2: P3: Max. Design Pressure, from the specific product approval system: Deck: Type: Gauge/Thickness: Slope: -� Anchor/Base Sheet & No. • PIy(s): Anchor/Base Sheet Fastener/B. • ding ' aterial: Insulation Base Layer. Base Insulation Size and Th kness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: Ply Sheet(s) & No. of PIy(s): 15.38. INTERNATIONAL CODE COUNCIL Top Ply Fastener/Bonding Material: Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Field: " oc @ Lap, # Rows _ @ " oc Perimeter: " oc @ Lap, # Rows @ _" oc Comer: " oc @ Lap, # Rows @ " oc Number of Fasteners Per Insulation Board: Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. FT. FT. Parapet Height Mean Roof Height 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) Copyright to, or licensed by. ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on fun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) �.�� Roof System Manufacturer: y q -e r p Pez.)1,c., S Notice of Acceptance Number. — Q 2 Z Z Minimum Design Wind Pressuresr- 9plicable (From RAS 127 or C Iculations): P1: — ? • I P1: — 6o�. 1 P1: 1 OO • 7 Deck Type: Roof Slope: r : 12 Ridge V nt' 27? -s•/2 P(Y t,,c0c) Type Underlayment: Insulation: '3D D -z-z dype (.6`t Fire Barrier: Mean Roof Height: I4 Fastener Type & Spacing: Adhesive Type: I2 (S74 ii, i'4. J r r:/ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 >Qsp IV- 57.4 JCI Z. Type Cap Sheet: f fir) d J ,-rP leytj2 2? ` * —rz9CQI Roof Covering: Type & Size Drip Edge: FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliczer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. INTERNATIONAL CODE COUNCIL 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. 1 Section E (Tile Calculations) 1 For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from Mi. 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. 1 1 1 1 Method 2 "Simplified Tile Calculations Per Table Below" 1 Required Moment of Resistance (Mr) From Table Below Product Approval M, 1 1 1 1 1 1 1 1 1 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and 1 Appeals. 1 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 1 equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. ;� Method 1 "Moment Based Tile Calculations Per RAS 127" (P 39, /ix XQZ 12•9- Mg:�'". 9 M„'�9 4 Product Approval M, Z5'. 1 (P20.1 x?Z7 Lg.P4 - Mg: 4 M, 1 /. J 7 Product Approval M, `T. 9. (P3/Qrl7(4i)Z7 -r70- Mg: ;.11 Mr, -en 90 Product Approval M, -Lc? 3 1 Mr required Moment Resistance* Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 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 24.4 25.9 27.1 28.2 30.0 1 Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1: x L = x w: = ) - W: x cos 8 = F„ Product Approval F' I (P2: x L = x w: = ) - W: x cos 8 = F,z Product Approval F' 1 (P3: x L = x w: = ) - W: x cos 0 = Fri Product Approval F' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier X Product Approval Restoring Moment due to Gravity Ma Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M9 Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight 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. 15.40 INTERNATIONAL CODE COUNCIL' FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement No further reproductions authorized. SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2. p6 Renailing wood decks: Whenreplacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6. D 6 Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in,accor ance with the requirements of Sectio Owner/Agent's Si•,;- ure Date i55 /Ow I!0 Property Address Revised on 7/9/2009 LD;07/01/2015; o r actor Signature Date Permit Number DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: High Profile Concrete 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. 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 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, .Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then 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 revises NOA No.16-0314.08 and consists of pages 1 through 7. The submitted documentation was reviewed by Freddy Semino MIAMI-DADE COUNTY APPROVED NOA No. 17-0822.15 -Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE: This approves a new roofing system using High Profile Concrete Tile as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For use in locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Applicant High Profile Concrete Tile Trim Pieces MIAMI•DADE COUNTY APPROVED Dimensions Lenght = 17" Width = 12 '/d" Thickness ='/2" Lenght = varies Width = varies varying thickness Test Specifications TAS 112 Type la Class III TAS 112 Product Description High profile concrete roof tile. For direct deck or battened nail -on applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. NOA No. 17-0822.15 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 2 of 7 2.1 EVIDENCE SUBMITTED: Test Agency PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Celotex Corporation Testing Services Walker Engineering, Inc. ATL of South Florida ATL of South Florida MIAMI•t DE COUNTY APPROVED Test Identifier Test Name/Report ERPF-001-02-03 TAS-112 7161-03 Static Uplift Testing Appendix III TAS 102 & 102(A) Letter Dated Aug. 1, Wind Tunnel Testing 1994 TAS 108 (Nail -On) P09647-01 Wind Tunnel Testing TAS 108 (Mortar Set) P0402 Withdrawal Resistance Testing of screw vs. smooth shank nails 94-083 Static Uplift Testing TAS 101 (Adhesive Set) 94-084 Static Uplift Testing TAS 101 (Mortar Set) 25-7094-(3, 6 & 9) Static Uplift Testing TAS 102 25-7120-(1 & 2) Static Uplift Testing TAS 102 25-7183-(3 & 4) Static Uplift Testing TAS 102 25-7214-(3, 4, &7) Static Uplift Testing TAS 102 25-7804-4 Static Uplift Testing TAS 102 520111-3 Static Uplift Testing TAS 101 520191-2-1 Static Uplift Testing TAS 101 Calculations Aerodynamic Multiplier RT1211.02-15 RT0706.03.17 TAS-112 TAS-112 Date Aug. 2006 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 April 1994 May 1994 Oct. 1994 Nov. 1994 Feb. 1995 March, 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 12/17/15 09/25/17 NOA No. 17-0822.15 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 3 of 7 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 shall be required, refer to applicable Building Code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Miami -Dade County Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 3.7 All products listed herin shall have aquality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC, High Profile Concrete 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) High Profile Concrete Tile 10 1.417 1.04 Table 2: Aerodynamic Multipliers - A (ft3) Tile A (ft3) A (ft3) Profile Batten Application Direct Deck Application High Profile Concrete Tile 0.300 0.277 Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 3":12" 4":12" 5":12" 6":12" Greater than 7":12" High Profile Concrete Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.68 6.99 6.57 6.88 6.44 6.73 6.28 6.56 6.10 6.38 MIAMI•DADE COUNTY APPROVED NOA No. 17-0822.15 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 4of7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens High Profile Concrete Tile 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 2-10d Ring Shank Nails' 33.1 48.1 45.2 1. Installation with a 4" tile headlap and fas s are loc d a min. of 2'h" from head of tile. Table 5: A t hment Resistance pressed as a Moment for Two Patty A esive Set Systems Mr (ft-Ibf) Tile Profile ile Application Inimum Attachment Resistance High Profile Concrete Tile Adhesive 29.32 1 See manufactures component approval for installation requirements. 2 The Dow Chemical Company TileBond Average weight per patty 10.7 grams. ICP Adhesives Polyset® AH-160. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance High Profile Concrete Tile ICP Adhesives Polyset® AH-160 66.53 ICP Adhesives Polyset® AH-160 38.74 3 Large paddy placement of 63grams of Polyset® AH-160. 4 Medium paddy placement of 24grams of Polyset® AH-160. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance High Profile Concrete Tile Mortar Sets 24.5 5 Tile-Tite Roof Tile Mortar. MIAMI•DADE COUNTY APPROVED NOA No. 17-0822.15 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 5 of 7 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". EAiL- FL ORIDA (LOCATED ON UNDERSIDE OF TILE) OR EAGLE FL (LOCATED ON FRONTSIDE OF TILE) High Profile Concrete Tile LABEL, SUMTERVILLE PLANT 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 AHJ or applicable Building Code in order to properly evaluate the installation of this system. MIAMI-DADE COUNTY APPROVED NOA No. 17-0822.15 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 6 of 7 PROFILE DRAWING NAIL!ROLE High Profile Concrete Tile END OF THIS ACCEPTANCE M1AM1•QADE COUNTY APPROVED NOA No. 17-0822.15 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 7 of 7 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 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 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. 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 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive Polyset®AH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPack® N/A Dispensing Equipment 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 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. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services 9637-92 ASTM E 108 04/30/93 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 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 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile 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 RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPack® 30 & 100 dispensing equipment only. 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset® AH-160 has been dispensed. 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. MANMADE 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 the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. MIAHIOADE COUNTY APPROVED BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 MIAMI•DADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL # 1 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 manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (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 Plastic cement (when requi►edl • Eris cnur.. — MIAMI•DADE COUNTY APPROVED addy {Beneath Yll.) Ern* Qe.urm Fascia 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 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 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 MIAMI-DADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) 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 Nail through plastic cement Paddy (between ties) When required) Battens opdonal .i x 4 in.5e q Single to eda paddy on eat i le pad under ti Flat/Low Profile Tile Paddy (under tile) Game closure Nail through plastic cement Single paddy under t0e (when required) Eave Course Medium Profile Tile MIAMI-DADE COUNTY APPROVED Paddy (between dies) Paddy (under tile! Eave Closure Fasda 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 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 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) Tum covers upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then install the dle. Ensure 20 to 25 sq. in. contact area. Underlayment Eave closure (motar shown) Weepfiole 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 down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) milers 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