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RF-18-914Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address mit Parcel Number Issue Date: 4/18/2018 Permit NO. IMF-4-18-914 Permit Type: Roof Work Classification: Tile Permit Status: APPROVED Expiration: 10/15/2018 Applicant 11300 NE 2 Avenue Number: Cor Jesus Cha 1121360000050-01 Miami Shores, FL 33138-0000 Block: Lot: BARRY UNIVERSITY INC Owner Information Address Phone Cell BARRY UNIVERSITY INC 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 Contractor(s) NATIONS ROOFING LLC Phone CeII Phone (407)649-1333 Valuation: Total Sq Feet: $ 80,000.00 6760 Type of Work: Re Roof Additional Info: TILE RE -ROOF PER CODE Classification: Commercial Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $48.00 $6.00 $4.00 $16.00 $400.00 $9.00 $64.00 $547.00 Pay Date Invoice # 04/09/2018 04/18/2018 Pay Type RF-4-18-67093 Credit Card Credit Card Amt Paid Amt Due $ 50.00 $ 497.00 $ 497.00 $ 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, P " M ING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT. construction and zo Aut ce t h t t erm. ,Ia riteignatu =:Own r Buil ng Depa April 18, 2018 e foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating thorize the ab ve- red ntractor to do the work stated. (A.A.rrd'4-K titer-- �j"(3April 18, 2018 Applicant / Contractor / Agent Date ent Copy 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-000760-2018 Permit Number. RF-4-18-914 Scheduled Inspection Date: October 18, 2018 Inspector. Naranjo, Ismael Owner. BARRY UNIVERSITY Address: 11300 NE 2 AVE Cor Jesus Chape Project Permit Type: Roof Inspection Type: Roofing Final Work Classification: Tile Phone Number. Miami Shores, FL 331380000 Parcel Number. 1121360000050-01 BARRY UNIVERSITY Contractor. NATIONS ROOFING LLC Phone Number. 4076491333 RICHARD NUGET Building Department Comments TILE RE -ROOF PER CODE Checklist Item General Comments Passed False Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -Inspection fee Is paid. Inspector Comments JESUS 561-506-7462 Page 23 of 38 October 17, 2018 For Inspections please call: 305-762-4949 BUILDING PERMIT APPLICATION ❑BUILDING 0 ELECTRIC ❑PLUMBING ❑ MECHANICAL 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 .r F,TVED Master Permit No. RP 8 -q / 4- Sub Permit No. 1g ROOFING ❑ REVISION PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: 1 I3 011) �j f �N YtU,Q,11LUU City: Miami Shores County: Folio/Parcel#: I ' p(12c0- Ng) Occupancy Type: efir cu Miami Dade ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS Zip: 3 1 iQ Is the Building Historically Designated: Yes NO Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): Address: i t .8b City: RA' a VIA,� Tenant/Lessee Name: BFE: FFE: o - 3os ^ $q- 39ct� rY1.irS )'l't j j e.-FF YQV Phone#: 305 t'IQS -45yy PcvIAA kiL.- State: %_ y h I 3 ya. ° arr., CONTRACTOR: Company Name: (ti-i (NI Sfl j� $Q,,.r- Address: � � (� pL S i.Q Q,I 1--0 City: Or .t State: V.L.- Zip: 3-,1 (0( Phone#: Phone#: S%(- gLito- Zip: 3 a-02 y Qualifier Name: 1 CV;t1r6t l\q4C k r Phone#: (pi-t'q p-, 1333 State Certification or Registration #: C.6C, 13a, co so, (0 Certificate of Competency #: CCU.. I3 a cos l {o DESIGNER: Architect/Engineer: I) A-- Phone#: Address: City: Value of Work for this Permit: $ 8-0) Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Description of Work: --n it re " r y - t i' C:ak(e • State: Zip: (0 6 sq-C+ Lg Repair/Replace ❑ Demolition Specify color of color thru tile: To mot 4-r h . Qy iA+ r1) Submittal Fee $ SO 1 d Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) 1)4 Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) 60 DK Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this L�(JiiN j day of Iv�NA / , 20 1 a , by q day of �CLrc A , 20 ) c" , by SUSAN RASNr4 Ak- who is personallvlsnr m tp l r ha rri Aj!v^ pit'',who is personally known to Signature CONTRACTOR The foregoing instrument was acknowledged before me this me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal. Afig ,Or nor :, (e., Notary Public State of Florida Jeffry J Yao My Commission FF 168481 pd Expires 11/12/2018 ********* APPROVED BY *********** identification and who did take an oath. NOTARY PUBLIC: Sign: Print: CIN 1)If pp Seal: •i•,••• \p •0sse 81ATE 0? ' -, ,, r6 Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Property Search Application - Miami -Dade County Page 1 of 1 Summary Report Property Information Folio: 11-2136-000-0050 Property Address: 11300NE2AVE Miami Shores, FL 33161-6628 Owner BARRY COLLEGE Mailing Address 11300 NE 2 AVE LAVOIE BLDG 2ND FL RM 204 MIAMI SHORES, FL 33161-6628 PA Primary Zone 8200 SCHOOLS & CHURCHES Primary Land Use 7241 EDUCATIONAL/SCIENTIFIC - EX : EDUCATIONAL - PRIVATE Beds / Baths / Half 0/0/0 Floors 2 Living Units 66 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 623,362 Sq.Ft Lot Size 1,740,400 Sq.Ft Year Built 1954 Assessment Information Year 2017 2016 2015 Land Value $6,961,600 $6,961,600 $6,961,600 Building Value $38,439,360 $36,913,434 $33,497,476 XF Value $2,607,248 $2,628,780 $2,554,483 Market Value $48,008,208 $46,503,814 $43,013,559 Assessed Value $48,008,208 $46,503,814 $43,013,559 Benefits Information Benefit Type 2017 20161 2015 Educational Exemption $48,008,208 $46,503,814 $43,013,559 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 36524140AC SE1/4 OF NE1/4 LESS E35FT & LESS W4OFT LOT SIZE 1740400 SQUARE FEET Generated On 4/9/2018 Taxable Value Information 2017 2016 2015 County Exemption Value $48,008,208 $46,503,814 $43,013,559 Taxable Value $0 $0 $0 School Board Exemption Value $48,008,208 $46,503,814 $43,013,559 Taxable Value $0 $0 $0 City Exemption Value $48,008,208 $46,503,814 $43,013,559 Taxable Value Regional $0 $0 $0 Exemption Value $48,008,208 $46,503,814 $43,013,559 Taxable Value $0 $0 $0 Sales Information Previous Sale Price] OR Book -Page Qualification Description 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/ 4/9/2018 2017 FLORIDA NOT FOR PROFIT CORPORATION ANNUAL REPORT DOCUMENT# 711458 Entity Name: BARRY. UNIVERSIT_Y,_INC Current Principal Place of Business: 11300 N.E. SECOND AVENUE ROOM 105 FARRELL HALL MIAMI, FL 33161 Current Mailing Address: 11300 N.E. SECOND AVENUE ROOM 105, FARRELL HALL MIAMI, FL 33161 FEI Number: 59-0624364 Name and Address of Current Registered Agent: DUDGEON, DAVID 11300 NE SECOND AVE LAVOIE HALL #209 MIAMI, FL 33161 US FILED Apr 27, 2017 Secretary of State CC2519040112 Certificate of Status Desired: No The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida, SIGNATURE: Electronic Signature of Registered Agent Officer/Director Detail : Title S Title T Name DUDGEON, DAVID Name �ROSENTHAL, SUSAN7 Address 11300 NE SECOND AVE Address 11300 N.E. SECOND AVENUE City -State -Zip: MIAMI FL 33161 City -State -Zip: MIAMI FL 33161 Title D Title PD Name BUSSEL, JOHN Name BEVILACQUA, SISTER LINDA Address 11300 NE SECOND AVE Address 11300 NE SECOND AVE City -State -Zip: MIAMI FL 33161 City -State -Zip: MIAMI FL 33161 Title VP Name MURRAY, JOHN Address 11300 N.E. SECOND AVENUE City -State -Zip: MIAMI FL 33161 Date I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that I am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 617, Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: DAVID DUDGEON GENERAL 04/27/2017 COUNSEL/SECRETARY Electronic Signature of Signing Officer/Director Detail Date Perelvi ROOF ASSEMBLIES A Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. • .., • Section A (General Information) ' •.'• • Master Permit No. Process No, "" Contractor's Name Nam) Ch S Job Address I )36-b �j12 iJ ❑ Low Slope ❑ Asphaltic Shingles O New roof ❑ Repair Low Slope Roof Area (SF) PrueuiL CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR-RAS 150 ROOF TYPE 0 Maintenance ROOF SYSTEM INFORMATION Steep Sloped Roof AREA (SSF)J, (00 Total (SF)—t0A26 • • • • •••. '...• . (MV seSet•:� Q io ;,1) • • • • • • • • ...... Mortaa✓Aandsive Set jilers • 0 Wood Shingles/Shaft • • [�' Reroofing 0 Recovering Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. L JL. 4 q�. J4 LP r n1N1 •LtJ AHr- CF nre by VII axle I; OV D JG -)EP r`,i P ECT TO 0LJ L Ir,i rTt 41:1 . rrr .91 .' . .....� ......1 ., . •1 ......, 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 INTERNATIONAL CODE COUNCIL FLORIDA BUILDING CODE— BUILDING, 5th EDITION (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. 1.02 1.031 1.02 CI 1.02 1.01 1.03 .02 1.02 1.01 1.02 1.03 NOTES 1.01 INSTALL NEW TILE ROOF SYSTEM 1.02 NOT IN CONTRACT 1.03 REPLACE ALL DETERIORATED SOFFIT & FASCIA TYP. Revisions: No 1 batc:9-14-17 Mr. Jeff Yao CONSTRUCTION NOTES Cor Jesu Chard A-3 Barry University: Cor Jesu Chapel - Roof Replacement Project Specifications BARRY UNIVERSITY "COR JESU CHAPEL" 11300 NE 2nd AVENUE MIAMI SHORES, FLORID NORTH- m •• ••• • • .. . • •• •..• • .••••O - • • ••••AgichMark iWG GROUP. INC. •A:3161 • 7j1 S. W. 86th Way. Dave. Pc ida 33328 ane; (14.54) 471-0E01 Ix: (854} 880-0070 • ..• • • • • •• •. ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • ••• • •• •• • • • ••• ••• • • ••• • • Page 76 of 78 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 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 SECTION 1525 HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code 5th Edition (2014) • • • • High -Velocity Hurricane Zone Uniform Permit Application Fortlt • • • • • • • • • •• • •.•. INSTRUCTION PAGE 000000 • • •••• ••.. ••••• •••.• COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING•PERMIT . APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NO1410•I1ELOW::.. • Roof System Required Sections of the Permit Application Form ••.... Attachment,' Required See List•Below :. Low Slope Application A,B,C 1,2,3,4,6,6,7 . • Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 •• Asphaltic Shingles A,B,D 1,2,4,5,6,7 poncrete 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 • •••. • ••. • 000000 • •..••. • • ••••.. • . •.••. . . •••.. .••.•. � • ••.•.. • • •.••.. • • 15.36 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. ROOF ASSEMBLIES AND.ROOFTOP STRUCTURES 1 1 1 1 1 Florida Building Code 5th Edition (2014) _ High -Velocity Hurricane Zone Uniform Permit Application Form. I Section C (Low Slope Application) I Fill in specific roof assembly components and identify I manufacturer I (Ifa component is not used, identify as "NA") System Manufacturer. 1 ' Product Approval No.: I Design Wind Pressures, From RAS 128 or Calculations: I P1: P2: P3: Max. Design Pressure, from the specific product 1 approval system: 1 Deck: Type: 1 Gauge/Thickness. 1 1 Anchor/Base Sheet Fastener/Bonding. Material: 1 1 1 1 1 1 1 Slope: Anchor/Base Sheet & No. of Ply(s): Insulation Base Layer. Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: ' Top Insulation Size and Thickness: 1 Top Insulation Fastener/Bonding Material: 1 Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: PIy Sheet(s) & No. of Ply(s): PIy Sheet Fastener/Bonding Mat: ial: 1 1 Top PIy: 15.38 INTERNATIONAL CODE COUNCIL Top PIy Fastener/Bonding Materia: • •• •• • Surfacing: •.••.. • ••.•.• Fastener Spacing for Anchor/BasitShe • •b • Field: " oc @ Lap, # Rows Perimeter: " oc @ Lap, # Comer: " oc @ Lap, # • • ••.. •••• • •••. • •I••.. 1 • •1.••• . • •••. '••. • ••.•• '. • r� • •• •••• c':"� " og • • ws. �_�ee••. • • • • Number of Fasteners Pe' nsulation Board: ttachrn :, •• •• • • • • .. 1• • • . 1 Field P- 'meter Comer 1 Illustrate Compon - is Noted and Details as Applicable: 1 Woodblocking, tter, Edge Termination, Stripping, Flashing, Continuous Cle• , Cant Strip, Base Flashing, Counterflashing, I Coping, Etc. ,Indicate: Me n Roof Height, Parapet Height, Height of Base Flashing, •mponent Material, Material Thickness, Fastener Type, Fa ener Spacing or Submit Manufacturers Details that Comply ith RAS 111 and Chapter 16. 1 FT. Parapet Height FT. 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 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) l 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. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Bullding°Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) 1 1 1 1 Roof System Manufacturer: n\/Q9j/r0l, 'Notice of Acceptance Number. 1 w — 6 1 101. 041 _ • • • • 1 • Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): • •. • .••• P1: P1: P1: ..:. I. Deck Type:. Roof Slope: : 12 Ridge Ventlation? iJoNe Type Underlayment: Insulation: 9r ooj.Q Io .••• • • .••. ••.. •..• ••• • • • • • •• .. •.•• • • • . •• •• • • .• • • • 00 • :00'0: Fire Barrier: Mean Roof Height: 1,5� - Fastener Type & Spacing: Adhesive Type: 1"Qs na,+is -I'in fck3s Sul I 21trp Type Cap Sheet: {�o 11l0(ss 11A MAX Roof Covering: 1-1 LQ Type & Size Drip Edge: 31 3" 0116 1 • 1 1 1 1 1 1 1 1 i 1 1 1 1 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) INTERNATIONAL CODE COUNCIL 15.39 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. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) , For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from Mr. If the Mt values are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable, • • • • • ..•. •.• • Method 1 "Moment Based Tile Calculations Per RAS 127" • • • • • • • • •• (P1: x X = ) - Mg: = M„ Product Approval Mt • • • • • . . (P2: 4, = ) - Mg: = Mr,Product_Approval Mr • (P3: xX = ) - Mg: = M, Product Approval Mt ."". . • • • •. • •... ..•. Method 2 "Simplified Tile alculations Per Table Below" Required Moment of Resistance (Mr) From Table Below'1.,$ r� Product Approval Mt LJ d , y • . .. •. • •. • . . ••.. 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 • 4 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30. 32.2 33.8 35.1 37.3 5:12 t28.4'� 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 . ..• • . . . • • • "Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. I 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 I equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. J 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1: x L = x w: _ ) - W: x cos 0 = Fr, Product Approval F' (P2: x L = x w: _ ) - W: x cos 0 = Fa Product Approval F' (P3: x L = x w: = ) - W: x cos 0 = Fri Product Approval F'' Where to Obtain Information Description Symbol Where to find Design Pressure t 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 M9 Product Approval Attachment Resistance Mf 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 tfleasrier with the required roofing permit, and to explain to the owner the content of the section. The proviiions of *diem R4402 •• govem the minimum requirements and standards of the industry for roofing system install:diens. Additienatly, the following items should be addressed as part of the agreement between the owner antthrcbt►tractor. The owner's• • • • initial in the designated space indicates that the item has been explained. •"" ""•' • • • . • 2. , _Renailing wood decks: When replacing roofing, the existing rgeotcrtqpf deck may have to . • be renailed in accordance with the current provisions of Section R4403. (The roof d>'ck is asuall;r. • 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. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and 134F113. anymadi Owner/Agents Signature Date 13(xo 02141f41/i n ed Property Address Revised on 7/9/2009 LD;07/01/2015; Contractor Signature Date Permit Number DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Entegra Roof Tile, LLC 1289 NE 9t' Ave Okeechobee, FL. 34972 • • • This NOA is being issued under the applicable rules and regulations governing the use qf+v3 truction materials. The . documentation submitted has been reviewed and accepted by Miami -Dade County RER-Piodxct Conttiol.SectionloU'e used in Miami -Dade County and other areas where allowed by the Authority Having Jurisctictitm (AHJ'j• • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Count}+Product C'odro1 Section 4iin. Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve th;'i ht:to have this product or: material tested for quality assurance purposes. If this product or material fails to perform in tit acccUtoil annet'tl • manufacturer will incur the expense of such testing and the AHJ may immediately revoke, inoilifsr., or suspend the Usie•oi: such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it•i•ditcrmined 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. SCOPE: 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. mi a mid ad e.2ov/ec o n o my DESCRIPTION: Bermuda Concrete Flat Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then 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. 14-1120.06 and consists of pages 1 through 6. The submitted documentation was reviewed by Gaspar J Rodriguez. MIAMI-DADE COUNTY APPROVED NOA No. 16-0112.07 Expiration Date: 06/07/21 Approval Date: 02/25/16 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE This approves a roofing system using Entegra Flat Concrete Roof Tile, as manufactured Entegra Roof Tile, LLC in Okeechobee, FL as described in Section 2 of this Notice of Acceptance, designed to comply. with pie Florida Building Code for High Velocity Hurricane Zone. For use in the locations where :he I-hessure itdrementS,• • determined by applicable Building Code, do not exceed the design pressure values obtain by catculations in. compliance with RAS 127 using the values listed in section 4 herein. The attachments 1qi1ktions 141 be preQared as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Entegra Flat Tile Trim Pieces Dimensions Length = 16" Width = 10" 1= varies w = varies varying thickness 2.1 MANUFACTURING LOCATION 1. Okeechobee, FL 2.2 EVIDENCE SUBMITTED Test Agency 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. Test Specifications TAS 112 Type 3a Class III TAS 112 Test Identifier 7161-03 Appendix III 94-084 94-060A 25-7094-2 25-7094-8 25-7094-5 25-7183-6 . . • • • • .... . . . .. . . . . . ..• •. • • • • •Prod• uct • • Description • • Flat profile, interlocnig, l igh pressure extr> ••; concrete roof tile equipped with two xail holes. For mechanical, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. • • . Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA-101 (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Static Uplift Testing PA 102 (2 Quik-Drive Screws, Direct Deck) Date Dec. 1991 May 1994 March, 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 NOA No. 16-0112.07 Expiration Date: 06/07/21 Approval Date: 02/25/16 Page 2 of 6 2.2 EVIDENCE SUBMITTED Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta'Testing & Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker' Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers American Test Lab of South Florida MIAMIDADE COUNTY APPROVED Test Identifier 25-7183-5 25-7214-1 25-7214-5 7161-03 Appendix II Letter Dated Aug. 1, 1994 P0631-01 Test Name/Report Date Static Uplift Testing Feb. 1995 PA 102 (2 Quik-Drive Screws, Battens) Static Uplift Testing March, 1995 PA 102 (1 Quik-Drive Screw, Direct Deck) Static Uplift Te .ting • • • Isrch, 1995 PA 102 •••• (1 Quik-Drive Screw, Battesns) Wind Tunnel Tegbig• • PA 108 (Nail-Qfij • • • Wind Tunnel Testi$r PA 108 (Nail-( 4•: Wind Tunnel Te,g,ipg.. PA 108 (Mortarett : • • • • •••• Dec. 1991 • .... •• • • •••'Aug. 199rd. • •• • • • .... • July 1994: • P0402 Withdrawal Resistance Testine.of scretiv ept. 1993 Project No. 307025 Test #MDC-77 R1.894 R2.894 R3.894 395-40011-1 520109-1 520111-4 520191-1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations 13343.1 RT 1210.02-15 vs. smooth shank Mils • • • •• •• • •• • Wind Driven Rain PA 100 Physical Properties PA 112 Physical Properties PA 112 Static Uplift Testing PA 101 Static Uplift Testing PA 101 Aerodynamic Multiplier 25-7094 25-7496 25-7584 25-7804b-8 25-7804-4 & 5 25-7848-6 25-7183 Restoring Moment, Mg Two Patty Adhesive Set System TAS 112 TAS 112 'Oct. 1994 Aug. 1994 Feb 2004 Dec. 1998 March 1999 March 2004 Feb 1996 April 1996 December 1996 March 1995 March 2004 April 1999 05/06/08 12/17/15 NOA No. 16-0112.07 Expiration Date: 06/07/21 Approval Date: 02/25/16 Page 3 of 6 • 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 may 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 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 slopvlrtrleSs stated otherwise by the underlayment material manufacturers published literature. • . • . ' • " 3.6 This acceptance is for wood deck applications. Minimum deck requirements sh4111);.ii complitrice with applicable building code.• 4. INSTALLATION .... .... . .... . .... 4.1 Entegra `Flat' Concrete Roof Tile and its components shall be installed in strict•oongpliance w• k is • tiami Dade County Roofing Application Standard RAS 118, RAS 119; and RAS 120,E • •• •• 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) Entegra Flat Tile 9.7 1.33 .833 Table 2: Aerodynamic Multipliers - X (ft3) Tile X (ft3) X (ft3) Profile Batten Application Direct Deck Application Entegra Flat Tile 0.189 0.205 Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 3":12" 4":12" 5":12" - 6":12" Greater than 7":12" Entegra Flat Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.53 6.97 6.43 6.86 6.29 6.71 6.14 6.54 5.97 6.35 MIAMI•DADE COUNTY APPROVED NOA No. 16-0112.07 Expiration Date: 06/07/21 Approval Date: 02/25/16 Page 4 of 6 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) " for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Entegra Flat Tile 2-10d Ring Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 •••••48.2 2 #8 Screw 51.7 51.7 •.. • : ...?4.4 • • 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 ..:. 24.2 ' • • 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0.•"'. •••• .••••22.1 • �••�� •-• 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5.,.. • • •:. • 84.8 • .• 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 _ 31.9 • • • : . ••. • 32.2 • • .. . .. . . . .• . 2-10d Ring Shank Nails' 50.3 65.5 • • • 48.3 1 Installation with a 4" tile headlap and fasterners are located a min. of 2'/z" from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mt (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application - Minimum Attachment Resistance Entegra Flat Tile Adhesive 31.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3MT" 2-Component Foam Roof Tile Adhesive AH-160. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Entegra Flat Tile 3MT' 2-Component Foam Roof Tile Adhesive AH-160 118.94 3MT" 2-Component Foam Roof Tile Adhesive AH-160 4 Large paddy placement of 45 grams of 3MT" 2-Component Foam Roof Tile Adhesive AH-160 5 Medium paddy placement of 24 grams of 3MT' 2-Component Foam Roof Tile Adhesive AH-160 MIAMI-DADE COUNTY APPROVED NOA No. 16-0112.07 Expiration Date: 06/07/21 Approval Date: 02/25/16 Page 5 of 6 5. , LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami -Dade County Product Control Approved". ENTEGRA FLAT TILE LABEL (LOCATED ON UNDERSIDE OF TILE •• • • • • • • •... . . . . BUILDING PERMIT REQUIREMENTS: • • • • As required by the Building Official or the applicable Building Code in order to projierTy evaluatethe installation of this system. This Notice of Acceptance on its own cannot be used topbtiin a buirc4in .permit. MIAMI•DADE COUNTY APPROVED PROFILE DRAWING ENTEGRA "FLAT" CONCRETE ROOF TILE 16' -) 16' FIELD TILE THICK BUTT TILE END OF THIS ACCEPTANCE . .. . . . . . ..• .. • • • • • • • . • •. • •. . . • • . • • . • • NOA No. 16-0112.07 Expiration Date: 06/07/21 Approval Date: 02/25/16 Page 6 of 6 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 SCOPE: 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.¢ov/economy . .. . . . .... . . . • This NOA is being issued under the applicable rules and regulations governing the use of ccrastruction.ra' erials. Tji, • ; • documentation submitted has been reviewed and accepted by Miami -Dade County RER - Proettet Control•Section to be . used in Miami -Dade County and other areas where allowed by the Authority Having JurisilfCtfdil (AHJ)', .... .... This NOA shall not be valid after the expiration date stated below. The Miami -Dade Coun'duct CoSectitlrt • • • t�'>'cauld (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to Vie this •. product or material tested for quality assurance purposes. If this product or material fails tp perfprm in,the accepted • manner, the manufacturer will incur the expense of such testing and the AHJ may immediately.revoke; Mddiiy, or . suspend the use of such product or material within their jurisdiction. RER reserves the riglrt•to revoke tlri§, ceptance, • if it is determined by Miami -Dade County Product Control Section that this product or material fails to Meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 and revises NOA No.15-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 • ROOFING COMPONENT APPROVAL Category: Sub -Category: Material: Roofing Underlayment SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick IR-Xe Manufacturing Location #1 & #2 Polystick Dual Pro Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick TU Max Manufacturing Location #1 & #2 Polystick TU P Manufacturing Location #2 Polystick TU Plus (Surface Printing) Manufacturing Location #1 & #2 Polystick MTS Manufacturing Location #2 Polystick MTS Plus Manufacturing Location #2 Elastoflex S6 G Manufacturing Location #2 MIAMI.DADE COUNTY APPROVED Dimensions 65' x 3'3 3/8" Or65'x3' 60 mils thick 61' x 3'33/8" 60 mils thick 61' x 3'33/8" 60 mils thick 65'8" x 3'3-3/8" 60 mils thick 32' 10" x 3'33/8" 130 mils thick 65' x 3'33/8" 80 mils thick 65'8" x 3'33/8" 60 mils thick 65'8" x 3'33/8" 60 mils thick 32'10" x 3'3 %" TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 TAS 103 TAS 103 and ASTM D 6164 Test Product Specification - Description • • ASTM D 1970 A fine granular/sand top surface Self-adhe'Iflg, APP • • polymer modified, fiberglass reinforced, bytuminous• ••'. • sheet material for use as an ligglUtument it sloped goof • assemblies. Designed as an ice.& rain shield. • •. •• A rubberized asphalt self-414 i14g, glass fljer/polyesM • • reinforced waterproofing mei- brsne. Desi�ngr e$ as a metal roofing and roof tile ijit t yment. • • . • . A rubberized asphalt self -adhering, glasnitef/polyaste reinforced waterproofing mefttbraiie. De,gpN as a metat • roofing and roof tile underlayment. A rubberized asphalt self -adhering, polyester reinforced waterproofing membrane. Designed as a a roof tile underlayment. A rubberized asphalt waterproofing membrane, glass- fiber/polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. • • •• A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polyester reinforced, SBS modified bitumen membrane with a sanded back face and a granule top surface. For use in roof tile underlayment systems. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 • 'MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test Agency Test Identifier Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. P10870.09.08-R1 P10870.04.09 P33360.06.10 P33370.03.11 P33370.04.11 P36900.09.11 P37300.10.11 P40390.08.12-2 P37590.07.13-1 P45270.05.14 P46520.10.14 P44360.10.14 P43290.10.14 PLYG-SC 10130.06.16-3 PLYG-10130.06.16-1 PUSA-035-02-01 PUSA-055-02-02 PUSA-089-02-01 JX20H7A RX14E8A DX23D8B DX23D8A Test Name/Report TAS 103 TAS 103/ASTM D4798 & G155 ASTM D1970 TAS 103 : • • • • ASTM D 1623 Date 12/04/08 04/13/09 . "'67/01/10 •••03/02/11 •.:.04/26/1J TAS 103/ASTM D4798.8c44 i 5 •09/01 / 11 TAS 110/ASTM D4798 et D19.70 • • • • 4 0/ 19/ 14 . ASTM D 1623 "6O8/07/12•:••. ASTM D6164 • • : ••b7/02/13"" .• • •• •• TAS 103, TAS 110 & ASTM A 1623 ASTM D 1623 : • TAS 103 & TAS 1;10 • • • ASTM D 1970 & TAS' 110' TAS 103 & TAS 110 ASTM D1970 & TAS 110 TAS 103 TAS 103 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 . • •• • .05/12/14 .• • 10/03/14.... • lb/07/1.4 .".'1D/17/1'4 • • t6/27/16 06/27/16 09/29/06 12/10/07 07/06/09 04/01/08 11/09/09 02/18/10 02/18/10 LABELING: 1. 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 BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. MIAMI.DADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro I Polystick T:UMaxi Vovlystick TU P, Polystick TU Plus, Polystick MTS or Polystick S Plus,• self-ad�erEtl• • • Surfacing: See General Limitations Below. • •.: Deck Type 1: Wood, non -insulated • • .• • . •••• • • • .• • • • • .•.. •••. Deck Description: Min. 19/32" plywood or wood plank • • • • • • System Type E(2): Anchor sheet mechanically fastened to deck, membrane adhered • Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. : . . • . • .. • • • ...• • • • • • • •• .• • • •Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4d'•head lap. (for base sheet only) Membrane: Elastoflex S6 G, hot asphalt applied Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: MIAMI.DADE COUNTY APPROVED See General Limitations Below. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. 'All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolliH'gthe ••.• membrane from the center outward in both directions. • • • .. . •.•. 5. For ridge applications, center the membrane and roll from the center outward in both di: eetions,. • :. • 6. Roll or broom the entire membrane surface so as to have full contact with the surface, gi rrng special attentiQa...: .. . .... • to lap areas. • • 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly ebrrent erodai t Con•trdl.. • Notice of Acceptance. .. .. ..•• • 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flathing vpe shall be • • pressed iri place and formed around the protrusion to ensure a tight fit. A second layer of Polys2i'bk'sliall be. . applied over the underlayment. • • • • • •• •• • GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Polystick MTS Plus may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, PolystickTU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations (Days) MTS IR-Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL 180 90 180 180 180 180 180 180 180 Hazelton, PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 MIAMI•DADE COUNTY APPROVED • Rule 61G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. • • • • • • 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblie�,•tiie •i iaximurn oof slope • • shall be as follows: (See Table Below) .. • • • Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, TU P, Tile Pro, Dual Pro• Polystick TU Max Polystia. MTS'P1Yc' •TPlus Syit in (E3)) • • M''SJJLs with, •.: Flat Tile Prohibited without battens 4:12 6:12 6:12 5:12-• • • • • ' • k:12 • • 4911111 Profiled Tile Prohibited without battens 4:12 6:12 6:12 4Z2 �•„ " • •_ • •�.�T2 :... •"•'• ' The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. When battens are required, they shall be utilized during loading and installation of tiles. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure — two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for all underlayments except Polystick MTS which shall be loaded onto battens. w a 0 t0 POLYSTICKTU Plus MIAMI•DADE COUNTY APPROVED (6 Max. Per Stack) 12 • DIP • DID �•• • • NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for app rod al provided that appropriate documentation is provided to detail compatibility of the products, wind uplift reSistee, anti f i@ . . • testing results. • . POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTIGKMEMBRANES . . .... .... PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECNIV APPJLI itTIONS: • • • • LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIc ' 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood deck:' Ihtfallers.are cautioned to refer to applicable local building codes prior to direct deck installation to ensure ei eptabie. Please also refer to applicable Product Data Sheets of the corresponding products. • • • 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1 %" metal disk as required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 1/4"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. MIAMI.DADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 • • 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical,SeNiQes Department at 1 (800) 894-4563. • • 14. Polyglass recommends that applicators follow good roofing practices and applicablepror edures as outlined by, • • • • the National Roofing Contractors Association (NRCA). • • • • • • • • • • • • • • • • • • • PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPIMPAIC APF J.M T IONSI • : • • • LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMYNDATIC END OF THIS ACCEPTANCE MANMADE COUNTY APPROVED • • • • • • • • • • • •• •• • •• • • • • • •• • • NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 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 SCOPE: 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/economv This NOA is being issued under the applicable rules and regulations governing the use df��On$truction j terials. Thy documentation submitted has been reviewed and accepted by Miami -Dade County RER-Eroduot ContraSection toles. used in Miami Dade County and other areas where allowed by the Authority Having Jurisd ePi i.(AHJ). • .... .... . . This NOA shall not be valid after the expiration date stated below. The Miami -Dade Cortnt34 Product L.outfol Sectii. (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve•t •right to iray e•this prodhot•. or material tested for quality assurance purposes. If this product or material fails to perforri'irtthe acceptedl•manner,•t • manufacturer will incur the expense of such testing and the AHJ may immediately revokrMo'cirfy, or suspend the us'e• of such product or material within their jurisdiction. RER reserves the right to revoke this aciartafice, if it is determined by Miami -Dade County Product Control Section that this product or material faiLta meet t jv r.equirer1ents; 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 Rog Application Standard RAS 127. For use with approved flat, low, and high profile roof tile gys terns using IGP' 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 .. • . . • .. . .... • • • • . .... • • • • Produc"t•bt scripti0it • • • . • . .. . • • • • .•• .. •••• Two component ptiyi thane foam adhesive: Dispensing Equipment • Dispensing Equipment •. . . . . .. • . PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 Results 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise ASTM D 1623 28 PSI Parallel to rise ASTM D 2127 0.08 Lbs./Ft2 ASTM E 96 3.1 Perm / Inch ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. 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 Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94-060 257818-1PA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB-589-631 9637-92 01-6743-011 01-6739-062b[ 1 ] 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Report TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 .. . ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 • .... . . .... . . .. .. . . . . . ASTM D 1623 '..' TAS 101 TAS 123 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 •.... • 02,m /94 . •••• • 44/J/93 . • •••• ;1V446/94 O IP115/95 • • ;83/4**196 Q4/1.8/12 10/23/98 12/28/98 TAS 101 03/02/99 • • • • • • • • • • • • . 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 yvith J .00finai}ication Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and'Winjenance tipalet. • • •• 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and license 11S 1eP Adh'ettves and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicatm jo the auit1 i:ty haves.. . • • jurisdiction. •••• •••• • 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is'i'6itiMd belored'iipplicatrA• • • of any adhesive. The mix ratio between the "A" component and the "B" component Mitt e maintained between':' 1.0-1.15 (A): 1.0 (B). • •• ••••• • • • 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispens@r IZ.1%1000br 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 4of11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile 1Area Placement Detail Minimum Paddy Contact 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 • Q• Low Profile #2 12-14 sq. inches •• .'. ••3®•. •••. High Profile #2 17-19 sq. inches ... • ••.. . . • • •.30 • • • • Flat, Low, High Profiles #3 ••••.. Two Paddys: 8-9 sq. inches at. head of the 9-11 sq. inches of ....' overlap • • •• • • • 12 gram: p� r paddy... , • • • • • . • .• • • • • • . -- Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal .....17 edge) 20-25 sq. inches each: bead •• • • _••• gram per bean• • •: • : • • . • •. . •34 Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches gram u$der 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. MANMADE COUNTY; 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 • :• • • • • • • • • ADHESIVE PLACEMENT DETAIL # 1 Nail through plastic coward forms roqui?DO\ , Nal thwvghpiratic Cr requiredF IMdL.loyaw,[ 2 in. wide Battens optbonal 10 In. in. PladdirIBrnrrthl.l t Fesde iffeephote Ease closure Grip edge 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. appiEoxirfiately.l.7. (109.7 cm2) — 23 (148.4 Crh2) Square irrlradhesive . • contact with the underside of the tile.' • • •.•• •... . . .. .. • • • Medium Profile / Double Pan tile • • • .• • .... • • ..•. • •• • • . ...• • • • •• • •• 1. Starting at the eave course, apply a'r N num (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 6of11 • • 1 ADHESIVE PLACEMENT DETAIL # 2 Nail Airmail, plastic cement when required) Lom (mass MIAMIOADE COUNTY APPROVED Paddy {e*n•ath 7110 Fascia Flat/Low Profile Tile •••• •••• 2. At the second course, applysa rp i�imum 2",(50.8m9 x 7" (177.8 mm) x 1" (25.47nrrr)•foamjdcLy onto ute••; underlayment positioned as's'Iitfvn under•the• • strengthening rib closest to ife o:verlodc pf Vac tile being set. •• •• •••• 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 cedttcj with the •underside of the tile. • • • ••• • •• ••. ••• • • • • • • • • 3. Continue in same manner. Insure appVtifIrately 1 (64.5 cm2) - 12 (77.4 cm2) Square inch Adht:live . • 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 MIAMFDADE 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 ji99!7 cm2) — 23 (148.4 cm2) square inclradl1esive corit •.fi�f .. with tiles • • • • underside of the tile. :"' • • • 2. At the second course, applea.inimum.2'; (50.8m1• • • x 7" (177.8 mm) x 1" (25.4•thm) foam paddy onto the •. underlayment positioned as stidttn under tht pan •.:..' portion of the tile closest to th eoverloclt'ef"the tile' • being set. • •• •• • •• • • • 3. Continue in same manner insure approyinzately 17v• • • (109.7 cm2) - 19 (122.6 cm2) square ind3 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 MIAMI DADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL # 3 Flat/Low Profile The Medium ProfileTlle 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 preyeni the expaxded adhesiw. • • from blocking the weep holes.• Insure ; • • • •' • approximately 17-23 in2rfd17-148.'4'M2) of adhesive contact with theyperside of••• the tile • •• • • •••. •••• • • •• • • ••••• 2. Apply a 4" (101.6 mm)V 4" 6(101.6 inm')•x 1" (25.4 mm) foam paddy onto ire 4114erlaymerft just below.' the second course line positioned fiatn4idy • under the strengthening rikf fir flat til or undet t1i .: pan portion of the tile, closest to th84.urt1tlock 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" (101.6mm) x'/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 awoximately 9 (58.1 cm2) - 11 (71 crui) square ina1i inesive contact with the undersito.Sf the tile at vac overlap and 7 (45.2 cm2) - 9 (58!+q ) square inch adhesive contact with the tihtltrside of the tile at. the head of the tile. Cor4tinue in sane?Milner. • •••• •••• • • ••• •• • •• • • • •••• • • • • • • •• • • • • • • • • • • • • •• • •• • • • • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. In. in contact with the pan tile. • 2) Turn covers upside down. Place adhesive In to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area. Underlayment Eave dosure (motar shown) Weephole Fascia Board Steep pitch applications when required) Sheathing Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile MIAMI•DADE COUNTY APPROVED •••• • 2. Continue in same manner brmging too pan •• •... courses up toward the pitg,e. Insure • approximately 65 (4141,4• l) — 7A (i 1.6 cm•' • • • • square inch adhesive•wrrtftct wi e Orin uhdersid;• •. • of the pan tile. • • • • • • • . • • • 3. Turn covers upside lamer posit the under:i.•; of the tile. Apply a minimum 1" f .04:rnm) 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. 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• Aiipport eave tiles from rocking until adkisive lias.achance49•••• cure. • •• ••' • 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) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11