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RF-18-1073Miami Shores Village s� 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795 2204 FCOR@p' rm it Issue Date: 4/30/2018 Permit No. F-4-18-1073 Pennit Type: Roof Wore Classification: Tile/Flat Pennit Status: APPROVED Expiration: 10/27/2018 Project Address Parcel Number Applicant 85 NW 103 Street 1121360131080 Miami Shores, FL 33150-1233 Block: Lot: DM INVESTMENT SERVICES LLi Owner Information Address Phone Cell DM INVESTMENT SERVICES LLC 85 NW 103 Street (786)473-5959 MIAMI SHORES FL 33150- 85 NW 103 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone ALPERO GENERAL CONTRACTOR (786)357-7414 ype of Work: Re Roof dditional Info: RE -ROOF TILE AND FLAT lassification: Residential oannino: 4 Fees Due Amount CCF $4.80 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $1.60 Permit Fee - New Roof $300.00 Scanning Fee $12.00 Technology Fee $6.40 Work without Permit Fee $400.00 Total: $732.30 Valuation: $ 8,000.00 Total Sq Feet: 2300 Pay Date Pay Type Amt Paid Amt Due Invoice # RF-4-18-67268 04/24/2018 Cash $ 50.00 $ 682.30 04/30/2018 Check #: 257 $ 682.30 $ 0.00 mvauaoie inspections: Inspection Type. - Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof 0 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 str' conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I sum responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRI L, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDtig. certify at all the f 'ng information is accur to and th all work will be done in compliance with all applicable laws regulating construction and zoFut r re, I autho� b/� ,r� /(4d or th r� stated. C� April 30, 2018 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy April 30, 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 R 2 V048 e.,Y; FBC20(4 BUILDING Master Permit No.7-0-Fa - 2 2- PERMIT APPLICATION Sub Permit No.17 R (BUILDING ❑ ELECTRIC j ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL /❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: S 4z W 103 Sf City: Miami Shores County: Miami Dade Zip: 3 / S-0 Folio/Parcel#:_1 1-2-1.36- o I 3 - )oxo Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: 19C4 Flood Zone: / 49 BFE: FFE: NO OWNER: Name (Fee Simple Titleholder): t )4 / V eii yKe-0 -4 SeTVI C" LLL Phone#: Address: S L-:/ sW 1-)D +%--./e City: �- r CL (/l c'r- State: G Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: V , Phone#:C Address: N-W ZQ2 1 4-6-r - //rr''' City: l Sate: Fl- Zip: Qualifier Name: m ta-L Phone#:�I State Certification or Registration #: �� 3 Z O �� Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: % k , . City: State: Zip: Value of Work for this Permit: $ QL L' M Square/Linear Footage of Work: Z i JM Type of Work: ❑ Addition Alteration ❑ New Repair/Replace nn ❑Demolition Description of Work i?iii, ,r , Specify color of color thru tile: - ;; ," ,, - -g. x! w -i Submittal Fee $ So " (p Permit Fee $ CCF $ : CO/CC $ 4' Scanning Fee $ Radon Fee $ DBPR $ :-_.•_. -;•Z—Not.ary.. Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Ili' a Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City , State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence ofsuchposted notice, the inspection will not be apprnd and a reinspection fee will be charged. /� /I// f // Signatu Signature OWNER or AGENT �� CONTRACTOR The foregoing instrument as acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 . , by aG • day of 20 �`� by iJ7P who is personally known to , LQQke2-,nf ,hS who is personally known to m or, ho has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: Sig Print: Seal: �uap APPROVED BY (Revised02/24/2014) c MARIA M RODRIGUEZ Commission atf GG 42126 O 4* cio a 76, 0 NOTARY Seal: ******************************************************************* Plans Examiner Structural Review Zoning Clerk Property Search Application - Miami -Dade County Page 1 of 1 uffiCE OF THF PROPFRTY APPRA SER Summary Report Property Information Folio: 11-2136-013-1080 Property Address: 85 NW 103 ST Miami Shores, FL 33150-1233 Owner DM INVESTMENT SERVICES LLC Mailing Address 5171 SW 170 AVE MIRAMAR, FL 33027 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds I Baths I Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,919 Sq.Ft Lot Size 12,858.8 Sq.Ft Year Built 1938 Assessment Information Year 2017 2016 2015 Land Value $276,690 $231,093 $231,093 Building Value $127,396 $127,396 $127,396 XF Value $449 $449 $393 Market Value $404,535 $358,938 1 358,882 Assessed Value $264,568 $240,5171 $218,652 Benefits Information Benefit Type 2017 2016 2015 Non -Homestead Assessment $139,967 $118,421 $140,230 Cap Reduction Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 5 PB 10-47 LOT 15 & 16 BLK 124 LOT SIZE 105.400 X 122 OR 12746-1065 1285 1 Generated On : 4/24/2018 Taxable Value Information 20171 20161 2015 County Exemption Value $0 $0 $0 Taxable Value $264,568 $240,517 $218,652 School Board Exemption Value $0 $0 $0 Taxable Value $404,535 $358,938 _ $358,882 City Exemption Value $0 $0 $0 Taxable Value 1 $264,568 $240,517 $218,652 Regional _ Exemption Value _._..... ............................................................._ Taxable Value $0 $264,568 $0 __........._.......... _..... S240,517 $0 _.............. $218,652 Sales Information Previous OR Book - Price Qualification Description Sale Pa 9a 07/26/2017 $310,000 30632-2922 Qual by exam of deed Atypical exposure to market; atypical 07/19/2017 $190,000 30624-1545 motivation 12/01/1985 $72,500 12746-1065 Sales 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/ 4/24/2018 4Mn/2O18 , Detail by Entity Name Detail byEntity Narne Florida Limited Liability Company DMINVESTMENT SERVICES LLC Document Number L12088022096 FB/BNNumbmr 45'4578851 Date Filed 02/16/2012 State FL Status ACTIVE Principal Address 5171SVV1TOTHAVE. K4|RA[NAR.FL33O27 5171 SW 170THAVE. N1|RAN1AR.FL33O27 Registered Agent Name & Address J\K4ENEZ, HEYDY 5171 SW 170AVE. yN|RAMAR.FL33U27 Name & Address Title MGR J|yNBNEZ.HEYDY 5171SVV170AVE. IN|RA[NAR.FL33O27 Annual Reports Report Year Filed Date 2018 02/25C2016 2017 03/01C2017 2018 03/16C2018 View image mPorformat View image mporformat View image mpoFformat View /maoampo+mnm� View image fo rmat View image mporformat ----`---------' View image mpopformat hfto://search.sunbiz.ora/inauirv/CorporationSearch/SearchResultDetaiI?inquirytype=EntityName&directionType=Initial&searchNameOrder--DMINVEST... 2/3 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I 1 1 I ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • • • • • • • • • • • • SECTION 1525 HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION '..' ..... Florida Building Code 5th Edition (2014) • • • • • High Hurricane • -Velocity Zone Uniform Permit Application Form • . . . . ...... INSTRUCTION PAGE ' • 0 ' • ' • 0 0 COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Ap Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 4,5,6,7 Prescriptive BUR-RAS 150 A,B,C Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile ,B,D,E 1,2,3,4,5,6,7 Metal Roofs 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 15.36 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 Ucensc Agreement. No further reproductions authorized. i z 2 4 20is 4\PR ROOF ASSEMBLES #MV ROOFTOAS*rRUCTUAE$' •• • •••• •••••• •••• • •••••• • Florida Building Code 5th Edition (2014) : • • • 2 0000 00 • • • High -Velocity Hurricane Zone Uniform Permit Application MR: :"' ""4, Section A (General Information) 9 0 0 0 l . ('t Master Permit No. C 1 � 2 Process lJ:—* 000010 �� Ncl! �i • • • • 1 • Contractor's Name 1 � '' ` Job Addresst ' ._�J 1� W b 3 �Q [LA a( �j t6 33 IS7 1 1 ROOF CATEGORY * Low Slope ❑ Mechanically Fastened Tile i Mortar/Adhesive Set Tiles 1 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 i ROOF TYPE 1 ❑ New roof ❑ Repair ❑ Maintenance ❑ Reroofing ❑ Recovering 1 ROOF SYSTEM INFORMATIO 51 �J�- Low Slope Roof Area (SF)W Steep Sloped Roof AREA (SSFVVV Total (SF)�� ) 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- sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1 . 1 1 NNE ME =0■■■■■■■■■■■■■■■■ IL.� �i ■■ - ■■OM■■■■■■®®C■■■ ■ONE■ r�10411I■■■■■11�■I■EN IN ru 7��■■'.�.3j5'al�r'�!■W�■ III■�Y®�9i Cii■�,�`�IiEI f l ■■1 ,' &A C 1MMI UMIMI`il® �!� ,ME ■■■►i�1®■■I■NNE ■■■■■■■■ca KIN e1: EN11■ ■■■■■■■■E1 41 _ WINE 1 1 I i z 1 c 1 1 1 z t } 1 - 1 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. . . .... ...... �5HR ys •01•00 • • • p RIS11• Y••••• •••• ••••• •• •• •••• •••••• • • • • •••••• SECTION 1524 "•""' HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICAMON'FOR MONNG '" CONSIDERATIONS " " 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2•_Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4. H-5 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 scuppe accordance with the requirements of Sections R4402, R440 1 0 er ignature Date CnntrarvAnr Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number r-"t RE: Permit # ...... .... ...... Miami:..&* ori'?.. illar e' INSPECTION AFFIDAVIT Building De0artme t. 1.005014.E.�nd AvEpW,. Poiamj ShorEV,'Platida 33138 . Tel: (305 795.Mf: Fax? F3b6) 756.8972 DATE:' licensed as a Contract o / Eng ine er / Architect, Print name and circle License Type) FS 468 Building nspector License #: '_ ! 3 2 8/ 9-r On or about. I did personally inspect the roof deck nailing (Date & time) work a�-5— /V Gy least (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual {Based on 553. Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this cX day of NTt& ab YAN MARTINEZ t2021 Notary Public, Sate of Florida at Large — e �. J, 11��, �� '?a�,a� t�onaanwa�ou�oans� "General, Building, Residential, or Roofing Contractors or any individual certified under468 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 0o„4-1,,,, 1711rW)n1A1FI)1P)nn0 . . .... ...... •v Mia1171H(. holesmiUagZ BUir,Nb D4*a6rtIY1Snt • •:10059 N%.2nd A%4Mde •Miagti ShoCBS'Ftorida03138 .. Tel; 434)5) 79S 22?d4 FA# • Ut) 756.8972 OWNERTS 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 Date: 5 s LL Re: Owner's Name: � iti( /�tlrl�f"w►��~{- �q��rc_e Property Address: c /uw 703 S r / 4-" Slbrs, f G 3 31,)"Z Roofing Permit Number: Dear Building Official: I re— y� 2y i� `'vy—'V,�" " certify that I am not required to retrofit the roof to wall connections of my building because: ❑ The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00, Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edi ' of the South Florida Building Code (1994 SFBC) Si ature Pr' t me State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of �,F& L ZoMillis JOIN 1 y MARIA M RODRIGUEZ Notary Public, Sate of Florida at Large =• ; Commission M GG 42126 I.. %',°,'„;,`,+ October 26, 2020 • OD When the just valuation of the structure for purpose of nd the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 . . .... ...... .. ....... Miam'�:-horoe*s:�illage: .... .. • Buil '' D * 0 BitmtMte 9-0050"ToE.2nd Avenao• Rhiagmi:Shores, Florida 3313$ • TeC.PM) 795'2204' • • .' FaA..(305) 756 6972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: b M _Nil OJ `YY_K�" .�rv�C� � L L L Property Address:ES NU-J / D 3 ,3r &,a ,Y14,1141; Roofing Permit Number: Dear Building Official: /ey" by �� Me`� certify that I have improved theroof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structures as/6cppted by the Florida Building Commission by Rule 9B-3.047 F.A.C. r w �� Signa ur Print Na 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 property mentioned. Sworn to and subscribed before me this day of 20 A:e Notary Public, Sate of Florida at Large)�� (SEAL) �,';:`� .,�y MARIA M RODRIGUEZ Commission * GG 42126 My Commission Expires ^,, October 25. 2020 Revised on 5l21/20 FINAL COMPLIANCE smuonC ••• •+•• Miami -Dade County HVHZ Electronic Roof Permit Form Section C Page (Low Slope Roof Systems) • • • • • • • • . "Deliver%g Excellence Every Ony" •. • • • • • • • • FIN In the specific roof assembly components. If a component is not required, insert not applicable (nJa) In thq g %48x. + • : • Top Ply: GAF • . • . • • ROOF SYSTEM MANUFACTURER.. GAF MINERAL CAP SHEET 14-0611.01 E7 _.._ _ _ Product Approval (NOA): System Type: Top Ply Fastening I Bonding Material: ..... ; • • Wind Uplift Pressures, From RAS 128 or Sealed Calculations: I HOT MOP ASPHALP (P1) Field: -428 psf Surfacing: I GRANULES SINGLE PLY MEMBRANE: (132) Perimeters: -71.1 psf (P3) Comers: -108.0 psf Maximum Design Pressure From NOA: -S2 5 psf Roof Slope: 5fl " :12 Roof Mean Height: 16 g, Parapet Walls: 0 No 0 Yes Parapet wall Height: tt. Deck Type: —5/8° Plywood — Support Spacing: NA _J " o/c _Alternate Deck Type: �........... _.. Existing Roof: 'SAME i Fire Barrier. NIA Vapor Barrier. NIA Anchor Sheet: NIA Anchor Sheet Fastener / Bonding Material: WA Insulation Base Layer Size & Thickness: NIA Insulation Base Layer Fastener I Bonding Material: N/A Insulation Top Layer Size & Thickness: NIA Insulation Top Layer Fastener / Bonding Material: NIA Base Sheets) & No. of Ply(s): GAF GLASSBASE 75# (1) PLY Base Sheet Fastener Bonding Material: 1-1/4- RS NAIL AND TIN CAP 1-5/8- Ply Sheet(s) & No. of Ply(s): GAF RUBEROID 20 (1) PLY Ply Sheet Fastener / Bonding Material: NOT MOP ASPHALT Single Ply Manufacturer / Type: �NA I Single Ply Sheet Width: NA " 1/2 Sheet Width: NA " No. of Single Ply 1/2 sheets: Single Ply Membrane Fastening / Bonding Material: NA FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Fleld: a " o/c (c� Laps & � rows 9 o/c 2. Perimeter: r67 " olc @ Laps & [47 rows F _1 " olc 3. Comer. F7 " o/c @ Laps & El rows o " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Feld: F1 2. Perimeter. a 3. Comer. FN7A Insulation Fastener Type NA WOOD NAILER TYPE AND SIZE: 11"X8- FACIAL BOARD _ l Wood Nailer Fastener Type and Spacing: WOOD NAIL 16D EVERY 16.00 EDGE & COPING METAL SIZES: Edge Metal Material: —Galvanized Metal — Edge Size: —3- face 26 ga.— Hook Strip Size: --SELECT EDGE METAL HOOK STRIP Edge Metal Metal Attachment: 1-1/4" RS NAIL 4-or- Coping Material: I --SELECT PARAPET WALL COPING MATERIAL — Coping Size: I —SELECT COPING METAL SIZE OR THICKNESS — Hook Strip Size: I —SELECT COPING METAL HOOK STRIP SIZE — Parapet Coping Metal Attachment: NA Edge Nailable Deck MIAMWADE Miami -Dade County H'VHZ Electronic Roof Permit Foirm. ® "Delivering Excellence Every Day" .... . .. ..... ...... .... ..... .. .. .... ...... ...... 04, . . . . ...... Illustrate Components Noted Details Applicable'. :..••: and as To) Ply Giterplies ;11 et wOU� P ec;� Il of Deck 56 Drip Met ViXS.GP -2 "OT q U- Drip Metal: J WX3" GALV 26G Surfacing: GRANULES Top Ply: GAF MINERAL CAP SHEET Interplies: GAF RUBEROID 20 Base Sheet: GAF GLASSBASE 75# Deck Type: PLYWOOD 5/8" x yr u.n11410.3 - noonng bystems Page 4 of 48 Surfacing (Optlonao; —"TOPCOATS EnergyCoteTM Elastomeric Coating" applied at a rate of 2-gat/100-fie. 16. Deck: NC Incline: 1/2 Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polytsocyanurate, mecita II fastened "LRF Adhesive M" or OMG Inc. "Olybond Fastening System" applied as a nominal 3/4-In. bead or "GAF 2zPaarrt Roofing Adl e#ive"aap Iliep • a nominal 2-1/2-In, bead with a maximum on -center spacing of 12-In. or any UL Classified Insulation atlfi �pplted p%r ge pp ski • • manufacturers Installation Instructions. Base Sheet: —One ply Type G2 "GAFGLASS #75 Base Sheet" or "Tri-Pt • � � � � • • Ply Sheets — One or two lies YS #75 Base Sheet", Ply," I l or fastened." - . ; • • • • ; p Type Gi "GAFGLASS Ply 4` or "Trl-Ply®4 or "GAFGLAS® Flex -Ply," 6," or Ty " Base Sheet" or "Td-PIyS #75 Base Sheet", fully adhered with hot roofing asphalt. • • • : G: FQ:" #7S *ego* Cap Sheet: — One ply Type G3 "GAFGLASS Mineral Surfaced Cap Sheet", fully adhered with hot roofing aspbsit. • • • • • • : • • Surfadng: —'TOPCOAT® EnergycoteTM Elastomeric Coating" or "TOPCOATS MS Plus" or "TOPCOATS j2 %Alte ElaogeWc CoatingPp . • • • applied at a rate of 2-gal/1004e. • 17. Deck: C-15/32 ""' • •' • • • Incline:l/2 • • • • • • • •••••• InSulatlon (Optional): — Any thickness perlite or wood fiber or glass fiber or polylsocyanurate mechanica Wfbstened • • OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. • • • �b • • • • Barrier Board: — Minimum %-in. thick Georgia-Pacific Gypsum LLC "DensDeckO Roofboard" or "DensDeck PrimeG Rodfilbafti" or • "DensDack DuraGuard " Roofboard" or minimum W-In. thick Untied States Gypsum " "SECUROCKS Glass -Mat Roof Board" (Type SGM Corp.P• SOMG Inc. m Roof Board (Type System" or UL Chwiiled insulation adhesive with butt joints In the aririer board fastened staggered a rrrdn mum of 6-in from a lywoo Systems oranyBase Sheat: — One ply Type G2 "GAFGLASS *75 Base Sheet" or "Trl-Ply #75 Base Sheet" mechanically fastened Plywood deck Dints. Ply Sheet: -- One or two plies Type Gi "GAFGLASS Ply 4" or "Trl-Ply 4" or "GAFGLASS Flex Ply 6" or Type G2 "GAFGLASS #75 Base Sheet" or "Tri-Ply #75 Base Sheet" fully adhered with hot roofing asphalt. Cap Sheet: -- One ply Type G3 "GAFGLASS Mineral Surfaced Cap Sheet° fully adhered with hot roofing asphalt. Surfacingt — "TOPCOATS EnergyCoteTM Elastomedc Coating" or "TOPCOATS MB Plus" or'TOPCOATS 322 White Elastomeric Coating" applied at a rate of 2-gal/100412. 18. Deda NC Incline: 1 Insulation (optional): — Any thickness perilte or wood fiber or glass fiber or poiylsocyanurate, mechanically fastened or adhered with LRF Adheslve M or OMG Inc. "Olybond Fastening System" applied as a nominal 3/4-In. bead or "GAF 2-Part Roofing Adhesive" applied as a nominal 2-1/2-in. bead with a maximum on -center spacing of f2-in._Qtany..UL Classified Insulation adhesive applied per the" manufacturer's Installation lnstructlons�-_...._.__...._._...___.__. Base Sheet: — One ply "GAFGLASS StrataventG Eliminator'" Venting Base Sheet" or Type G2, fully adhered with hot roofing asphalt. Ply Sheet: — One or two plies "RuberoldS Mop Smooth" or "Ruberolft Mop Smooth 1.5" or "RuberoldS Mop Smooth Pius" or "RuberoldS 20" or "Ruberoid® 20 HT', fully adhered with hot roofing asphalt. Membrane: — One ply "GAFGLASS Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt. Su:fecinge —'TOPCOATS EnergyCote'" Elastomeric Coating" or "TOPCOATS MB Plus" or "TOPCOATS 322 White Elastomeric Coating" applied at a rate of 2-gal/100-fe. 19. Deck C-15/32 Incline: 1 Inaulatlon (Optional): — Any thickness perlite or wood fiber or glass fiber or polylsocyanurate mechanically fastened or adhered with OMG Inc. "OtyBond Fastening System* or any UL Classified Insulation adhesive. Barrier Boards — Minimum W-In. thick Georgia-Pacific Gypsum L LC "DensDeckS Roofboard" or "DensDeck PrlmeG Roofboard° or "DensDeck DuraGuard " Roofboard" or minimum W-In. thick Untied States Board" (Type FRX-G) or Gypsum Corp. "SECUROCKS Roof `SECUROCKS Glass -Mat Roof Board" (Type SGMR3) mechanically fastened or adhered with OMG Inc. "Oly8ond Fastening System" or any UL Classified Insulation adhesive with butt joints In the barter board products staggered a minimum of 6-In. from plywood deck joints. Base Sheatt — One ply "GAFGtASID Stratavent Eliminator Venting Base Sheet" fully adhered with hot roofing asphalt. Ply Sheets — One or two piles "RuberoldO Mop Smooth" or "Ruberoide Mop Smooth Plus" fully adhered with hot roofing asphalt. Membrane. — One ply GAFGLASS Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. Surfadngr — 'TOPCOATS EnergyCoteTM Elastomeric Coating* or "TOPCOATS MB Plus" or *TOPCOATS 322 White Elastomerlc Coating" applied at a rate of 2-gal/10o-fe. 20. Deck: C-15/32 Incline: i Base Sheet: — One ply Type G2 "GAFGIASS #75 Base Sheet' or "Trl-PIyS #75 Base Sheet" mechanically fastened. Insulation (Optional): — Any thickness or combination: perilte or wood fiber or glass fiber or polylsocyanurate, mechanically fastened or hot mopped or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified Insulation adhesive. Base Sheet: — One or more plies "RuberoldS 20" or "RuberoldS 20 HT" or "RuberoldG Modified Base Sheet", hot mopped or mechanically attached. Cap Sheet: — One ply Type G3 "GAFGLASS Mineral Surfaced Cap Sheet" or'Trl-PIyS Mineral Surfaced Cap Sheet" or "GAFGLASS EnergyCapt" BUR Mineral Surfaced Cap Sheet". class B 1. Deck: C-15/32 Incline: 3-1/2 Insulation (Optional): — One or more layers perilte or wood fiber or glass fiber or polylsocyanurate or urethane or perilte/polylsocyanurate composite or perilte/urethane composite or wood fiber/polylsocyanurate composite or phenolic, any thickness. Ply Sheet: —Two, or more plies Type GI "GAFGLASS Ply 4" or "Trl-PIyS Ply 4" or "GAFGLASS Ply 6" mechanically fastened. Cup Sheet: — Type G3 °GAFGLASS Minerai Surfaced Cap Sheet" or -TrI-PIyS Mineral Surfaced Cap Sheet" or "GAFGLASS EnergyCap— BUR Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 2. Deck: C-15/32 Incline: 3-1/2 Insulation (Optional): — One or more layers perilte or wood fiber or glass fiber or polylsocyanurate or urethane or perlite/polylsocyanurate composite or perllte/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two or more plies Type Gi or Type G2 or Type G3. httpJ/database.ul.com/cgi-bin/XWlte,mplate/LISEXT/1 FRAME/showpage.html?name=T... 11 /9/201 S M�IAM�!•DADE MIA1Vj P" COW= • • 17:i:t1!>t! PRODUCT (MIJOL SECTION 11805 SW 2 Wzt, Room 208 . DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCEs pzEi it) Miami! t1piloC33175-�4%.' BOARD AND CODE ADMINISTRATION DIVISION T (786P 15-2590 r (J$6) 315-25%9� NOTICE OF ACCEPTANCE (NOA) _ �1fl�c�avlccoR�q nv. mti�v.mia ' GAF ...... • 1 Campus Drive • Parsippany, NJ 07054 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 $ection 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: GAF Ruberoi&Modified Bitumen Roof System for Wood Decks. 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. 14-0611.01 and consists of pages 1 through 30. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 14-1030.02 MG1M�outYiY Expiration Date: 11/06/18 " m s � Approval Date: 1110511S Page 1 of 30 Membrane Type: Deck Type 1: SBS/SBS Cold Applied Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: FireOut"' Fire Barrier Coating, VersaShieid® Fire -Resistant RoofPer Vrotectlon (optional) or Seeurock® Gypsum -Fiber Roof Board. • • Base sheet: GAFGLAS® #80 Ultima " Base Sheet, GAFGLAS® Stratavent® Eliminator'" Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® S13S Heat -Weld"' Smooth or Ruberoid® SBS Heat -Weld' 25 base sheet mechanically fastened to deck as described below: .fastening GAFGLAS® Ply 4, GAFGLAS® FlexPly 6, GAFGLAS® #75 Base Sheet or any Options: of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum: Design Pressure —45 psf. See General Limitation #7) 'GAFGLASe1 Ply 4,'GAFGLAS® FlexPly 6;"GAFGLAS® #7513ase Sheet or any of above base sheets attached to deck with Drill-Tece" #12 Fastener, Drill -Tee 914 Fastener or Drill -Teo"' XHD Fastener and Drill -Tee 3" Steel Plate, Drill - Tee'" AccuTrae® Flat Plate or Drill -Tee'" AccuTrac® Recessed plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure --45 psf. See General Limitation #7) GAFGLAS® FlexPly' 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.S psf. See General Limitation #7) GAFGLAS® #80 Ultima'" Base Sheet, Ruberoid® 20, Ruberoid®Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximuut Design Pressure —60 psf. See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-Tec' #12 Fastener, Drill-Tee#14 Fastener or Drill -Tee XHD Fastener and Drill -Tee' 3" Steel Plate, Drill -Ted" AccuTracO Flat Plate or Drill -Tee' AccuTrae® Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf. See General Limitation #7) Any of above base sheets attached to deck approved annular ring shank nails acid 3" inverted Drill -Ted" insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) NOA No.: 14-1030.02 MAMbAAoeeou[Vrr Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 26 of 30 *see:* Fastening GAFGLAS' #75 Base Sheet or any of above base sheets attached to deck with Options: Drill -Tee #12 Fastener, Drill-Ter7' #14 Fastener or Drill -Tee XHD Fastener (Continued) and Drill -Tee 3" Steel Plate, Drill -Tee' AccuTracO Flat Plate or Drill -Tee AccuTrae® Recessed Plate installed 8" o.e. in 4 rows. One row is in the 2" side • . . • • . • lap. The other rows are equally spaced approximately 9" o.c. inch f end of the .... ..... . • • sheet. (Maximum Design Pressure —75 psf. See General Lindlation #71 . ; .. ' Ply Sheet: (Optional) One or more plies GAFGLASO Ply 4, GAFGLAS® 1718MI. 6,; • GAFGLASQ #80 Ultima Base Sheet, Ruberoid® Mop Smooth or ifa roid® 26 • • • • • • • ...... .... sheet adhered in a full mopping of approved asphalt applied withJp6 ;;WT %,,C; ..... • • . • � . and at a rate of 20-40 lbs./sq. ...... .' Membrane: One or more plies of Ruberoid* Mop Smooth, Ruberoid' Mop 1 �0 FR; Rube*-dQ: • , • • • • , Mop Granule, RoolMatW' SBS Modified Granular, Ruberoid'Ohow hus ; • • • • ; • • Granule, Ruberoi&20, Ruberoid®30, Ruberoi&EnergyCap" 30 FR SBS '..'.' Membrane, Ruberoid®30 FR or Ruberoid®Mop FR in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs.lsq. Or One or more plies of Ruberoid® Mop Smooth, Ruberoidte Mop Granule, Rooflvlatch"` SBS Modified Granular, Ruberoid® Mop 170 FR, Ruberoid® Mop _.. �.........__..........._ . _.._......... _...... Plus Granule; Ruberoid"20; Ruberoi&30, Ruberoid®EnergyCap"`30,FR SBS Membrane, Ruberoid' 30 FR or Ruberoid® Mop FR adhered in MatrixTm 102 SBS Membrane Adhesive at an application rate of 1-2 gal./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application Instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at4001bs./sq. and 300 lbs./sq. respectively in a flood coat of Approved asphalt at 60 lbs./sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCar BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. TopcoatO Membrane, Topcoat® MB Plus (to be used as a primer with Topcoat® Membrane) or Topcoat® Surface Seal SB applied at t tol .5 gal./sq. Maximum Design Pressure: MtAMOE CO(1NTY See Fastening Options NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 27 of 30 WOOD DECK SYSTEM LitN,[)<TAT) ow I A slip sheet is required with GAFGLASO Ply 4 and GAFGLAS®FlexPly7o 6 when used as a mechanically fastened base or anchor sheet. • • • • 2. Minimum W' DensDeck® Roof Board or �h" Type X gypsum board is acceptable to be installed • • • • • • directly over the wood deck. • ...... .... GENERAL LYMITAnoNS: • • •' • • • 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing' Iftials : • . • . Directory for fire ratings of this product. 0000 ••' ' • • 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with : • • Product Control Approval guidelines. All other layers shall be adhered in a full mopF;iggf • • approved asphalt applied within the EVT range and at a rate of 20-40 (bs./sq., or mephaflicglly attached using the fastening pattern of the top layer 0 0: " •' 3. All standard panel sizes are acceptable for mechanical attachment. When applied itt approved • • • asphalt, panel size shall be 4' x 4' maximum. • • • 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every IT in each ribbon -to allow cross ventilation: Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 11 I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 6IG20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-1030.02 MIAMMD COUNTY Expiration Date: 11/06/18 • , Approval Date: 11/05/15 Page 30 of 30 Tile Roor:$ystem , Lh MIAMNDiADE &= Miami -Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer: I BORAL ROOFING LLC • • • • Notice of Acceptance Number (NOA): 16-0711.01 •' • • • Minimum Design Wind Pressures, if Applicable (from RAS 127 or Calculations): 0000*0 P 1: -39.1 P 2: -68.1 P 3: -100.7 .... .. ...... .... 9 P 3$.7 •• •• •••• Maximum Design Wind Pressures, (From the NOA Specific system): psf • Fill in the specific roof assembly components. If a component is not required, insert not applicabre (A) in the &ext box Deck Type: —5/8" Plywob'd-- • Roof Slope: "/12" Roof Mean Height: 14 ft. Method of Tile Attachment: —Adhesive, Medium Paddy Polyfoarn Polypro— Alternate Method of Tile Attachment per NOA: n/a Drip Edge Size & Gauge: --3" face 24 ga — Drip Edge Material Type:--Galvinized Metal — Optional Insulation: NA Optional Nailable Substrate: NA Optional Nailable Substrate Attachment: NA Basesheet Type: ASTM FELT D226 30# Fastener Type for Basesheet Attachment: 1-1/4 RS NAIL & TIN CAP 1-5/8" Tile Underlayment (Cap Sheet) Type: POLYGLASS TU PLUS Tile Underlayment Attachment Method: SELF ADHESIVE Drip Edge Fastener Type: 1-1/4" RS NAIL 4" OC Tile Profile: BORAL BARCELONA 90 CONCRETE TILE Hook Strip/Cleat gauge or weight: -- Select Hook Strip -- Section E, MIMI®Miami-Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section E (Tile Calculations) •••• • • Method 1 "Moment Based Tile Calculations Per RAS 127"; ".." ' •' 0 : •. • •• . ... ..:. ....:. For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf.. Ilth.e Mf values are • .. • . • • • greater than or equal to the Mr values, for each area of the roof, then the file attachment method is a :ce:t: ble. .0 0 ; . • • • ; • • • • 0000 P1:�39.1 0.301 = 11.77 6.90 4.87 38.7 �� + �� xJ��-Mg:�=Mr1:�:5 WNW ••:• .••••• = M2: NPrM� ;6.90P 2: x _Mg; _ - 9 � _ •••... P 3: -100.7 x 0.301 30.31 M ; 6.90 Mr3: 23 5 38.7 110A0..IVl1: : • • • • . • •. • Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based tile systems use Method 3. Compare the values for P with the values for Fr. If the P values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. P1:x1:�=�Xw: ==-W.=== xCos 0:==Fr1: :5 NOAF' P2:©x1:�=�xw:===-W=== xcosO:==F12: 5 NOAF P3:©x1:�=�xw: ==-W.=== xcos6:©=Fr3: :5 NOAF' Where to Obtain Information to complete tile calculations Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 6 Job Site Aerodynamic Multiplier X Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions l = length w = width Product Approval (NOA) MIAMI-a DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Boral Roaring, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Strcet Room 208 Miami, FOMan 1.175-2474 T C786}115-2590 ?t %9) 315-25;9 • • : • -s:wwnianiidadi aov/ccort • • 000.00 so.-s..... . . . •... .. . . •...• • SCOPE: .. .. .... ...... ...... This NOA is being issued under the applicable rules and regulations governing the use of cdnstfuelion materials. The • • • • • .. documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control. ect..ion to Jei . . •; used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (� HJ).. • • • •• . 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: Barcelona 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been 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.12-0222.02 and consists of pages I through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles • • • • • Material: Concrete ; • • • • •' • 00 1. SCOPE •••••• •••• •••••• This approves a roofing system using Barcelona 900 Concrete Roof Tile, as manufaFMtd jBoraIVt9oflpg LLC ' in Lake Wales, FL and described this Notice of Acceptance. For locations where thep&%sure retlui?e1nents,;V:00o determined by applicable Building Code, do not exceed the design pressure values tlVifild by : V cations n* compliance with RAS 127 using the values listed in the installation section herein. f9e'attachment cliculations shall be done as a moment based system. ' • ... • • • 2. PRODUCT DESCRIPTION •• • Manufactured by Test Product Applicant Dimensions Specifications Description Barcelona 900 Length = 17" TAS 112 High profile, interlocking, one-piece,'S' shaped, Width = 13" Type — la high-pressure extruded concrete roof tile %x" thick equipped with three nail holes. For direct deck or battened nail -on, mechanically fastened, mortar set or adhesive set applications. Trim Pieces Length: varies TAS-112 Accessory trim, boosted Barcelona, concrete Width: varies roof pieces for use at hips, rakes, ridges and varying thickness valley terminations manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL 2.2 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108(Naii-On) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) NOA No.: 16-0711.01 M1AMMAOECOURN Y ` Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 2 of 7 Professional Service Industries, Inc. IC-1320-94 Physical Properties Feb. 1995 TAS 112 The Center for Applied Engineering, Inc. 25-7688-3 TAS 101 (Adhesive Set) . . • •.dune• 1996 .... ...... 25-7688-10 TAS 101 (Mortjr.9et� jy1y1996 • The Center for Applied Engineering, Inc. 25-7688-5 Static Uplift 'PeslW • •hlne 1996 .... • ' TAS 102"666 (3" Headlap, NaiJ§,'Dfrect :'. '. • • • • Deck, New Construction) • • The Center for Applied Engineering, Inc. 25-7688-4 ...... Static Uplift Tasting .... ..... ..Tune 1996...... • TAS 101--:*:• • • (4" Headlap, Nails, Clips) • •' • •' ; Celotex Corporation 520111-3 Static Uplift iSsih7g: 0.0;. % peg. 1998 ; • • • • ; Testing Services 520191-2-1 TAS 101 ' j44A 1999 Walker Engineering, Inc. Calculations Aerodynamic Multiplier 09/01 /16 Walker Engineering, Inc. Evaluation Restoring Moments Due to 09/01/16 Calculations Gravity American Test Lab of South Florida RT0617.03-16 TAS 112 06/29/16 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 Department of Regulatory and Economic Development — 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. NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 3 of 7 4. INSTALLATION * 0 0 0 4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict corrmpliance*wkb.Itooftng..... 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) ."". :' • ' • 00 Tile Profile Weight-W (ibf) Length-1(ft) • • • • • •Width-0 (fit} .. . . Barcelona 900 11.5 1.417 Table 2: Aerodynamic Multipliers - A (ft') • Tile Profile �► (ft3) A (ft3) • • • Batten Application Direct Deck Application Barcelona 900 0.286 0.301 Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile 2":12" 3":12" 4":12" 5":12" 6":12' 7":12" or Profile greater Barcelona Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck 6.19 7.07 6.19 7.00 6.19 6.90 6.06 6.76 5.92 6.60 5.76 6.42 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-lbf) for Mechanically Attached Systems Tile Profile Fastener Type Direct Deck (min 16/32" plywood) Direct Deck (min. 19/32" plywood) Battens Barcelona 900 2-10d Rin Shank Nails 1-10d Smooth or Screw Shank 28.6 5.1 41.2 19.4 6.8 2.8 Nail 2-10d Smooth or Screw Shank 6.9 9.2 7.3 Nails 1 #8 Screw 2 #8 Screw 1-10d Smooth or Screw Shank 20.7 43.2 23.1 20.7 18.1 43.2 29.8 23.1 19.0 Nail Field Clip) 1-10d Smooth or Screw Shank 29.3 29.3 24.0 Nail Eave Clip)_ 2-10d Smooth or Screw Shank 27.6 27.6 38.6 Nails Field Clip) 2-10d Smooth or Screw Shank 38.1 38.1 41.8 Nails Eave Clip). NOA No.: 16-0711.01 MLAMI•DADECOUNTY "'' ' Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 4 of 7 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mechanically Attached Systems 0 0 * 9 Tile Fastener Type Direct Deck Direct 4+k -Battens • • • • '• Profile (min 16132" (min.IS132" :"' • • • • • • plywood) plywos�1 .... Barcelona 900 2-10d Ring Shank Nails' 33.1 is.A. • • ; • • 4. 2 ' .... . •• ..... . ...... .... ..... headlap fasteners are located a mm. of 2'/z" from head of tile. . 1 Installation with a 4" file and • • • Table 6: Attachment Resistance Expressed as a Moment Mf tft-lbfk .. .;. for Two Paddy Adhesive Set Systems • •; Tile Tile Application Whinium Attachment' ' Resistance Profile Barcelona 900 Adhesive' 29.32 1 See manufactures component approval for installation re uirements. 2 TILE BONDTM Roof Tile Adhesive; Average weight per paddy 10.7 grams. ICP Adhesives and Sealants Inc.'s ICP Adhesives Pol set AH-160; Averag a weight per paddy 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Paddy Adhesive Set Systems jadedly Tile Application Minimum Attachment Resistance 64Medium ICP Adhesives Pol set AH-160 66.53 ICP Adhesives Pol set AH-160 38.74 cement of 63 rams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Pol set AH-160. add placement of 24 rams of ICP Adhesives and Sealants Inc.'s ICP Adhesives Pol set AH-160. Table 8: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Barcelona 900 Mortar Sets 24.5 6 See specific mortar manufacturers Notice of Acceptance NOA No.: 16-0711.01 CMIAMMMADEurmr Expiration Date: 04/26/22 • Approval Date: 10/27/16 Page 5 of 7 5. LABELING • • • • 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's:name or logo es•detailed• • • : - below, or following statement: "Miami -Dade County Product Control Approved • • • • •. 00 ...... .... ...... 116A .... . .. ..... . . •• •• •••• •••••• • • • • • •••••• LABEL FOR BARCELONA 900 TILE (LAKE WALES FLTLA•NT 2) : : . : . • LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 16-0711.01 CMIAW�pAD UNW Expiration Date: 04/26/22 "' • Approval Date: 10/27/16 Page 6of7 PROFILE DRAWING NAIL OVERLOrV,.... 1711 w �aNP- _ �_ �� 13 UNDERLOCK BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE ` NOA No.: 16-0711.01 MiAM14=ECOUNTY Expiration Date: 04/26/22 �uuuwqyjg Approval Date: 10/27/16 Page 7 of 7 MIAMaDiADE MIAMI-DADE COUNTY MWE PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 FJ?"j 15-2599 � ��;�•R�iamidaQittRR/econorAO • � � • NOTICE OF ACCEPTANCE (NOA) • ...... .... ...... Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 SCOPE: •• •• •••• ••••'• This NOA is being issued under the applicable rules and regulations governing the use of cot A?Ielon materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Contro=Ser,09n to 1Sd used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiaiion C,aHJ).go. �••••: 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 ofmaterial within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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., 0 NOA No.: 17-0614.22 MIAMMADE COUNTY Expiration Date: 09/13/21 "' • • Approval Date: 07/06/17 Page 1 of 8 ROOFING COMPONENT APPROVAL Cateizory' Roofing Sub-Catemory: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: • • • • . . .... ...... Test Prod'ySt• • .... Product Dimensions Specification DescrWinu. ..:. ....:. Polystick IR-Xe 65' x 3'3 3/a" ASTM D 1970 A fine granular/sand top surfM pelf -adhering, APP ; • • •; Or 65' x 3' polymer modified, fiberglass 441 forced, Wi6niinous Manufacturing 60 mils thick •.. sheet material for use as an upN0iXment q insTooed roof • Location #1 & #2 assemblies. Designed as an ige 24 rain shieJ4.. 0 0 • , • • Polystick Dual Pro 61' x 3'3 3/s" TAS 103 and A rubberized asphalt self-adlxrirtg,ilass-fbei/polyeste• Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing megibrage. De4gned as a • metal roofing and roof tile udde raAnent. .. . ; • •'.; Location #2 Polystick Tile Pro 61' x 3'3 3/s" TAS 103 and A rubberized asphalt self -adhering, glass-fiber%polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Location #2 roofing and roof tile underlayment. Polystick TU Max 65'8" x 3'3-3/8" TAS 103 and A rubberized asphalt self -adhering, polyester reinforced Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a roof tile Location #1 & #2 underlayment. Polystick TU P 32'10" x 3'3 '/s" TAS 103 and A rubberized asphalt waterproofing membrane, glass - Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced, with a granular surface Location #2 designed for use as a tile roof underlayment. Polystick TU Plus 65' x 3'3 3/s" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Manufacturing roofing and roof tile underlayment. Location # 1 & #2 Polystick MTS 65'8" x 3'3 3/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefrnic film on the upper surface for use as an underlayment for metal Location #2 roofing, roof tile, slate tiles and shingle underlayment. Polystick MTS Plus 65'8" x 3'3-3/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefrnic film on the upper surface for use as an underlayment for metal Location #2 roofing, roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32' 10" x 3'3-%" TAS 103 and Polyester reinforced, SBS modified bitumen membrane ASTM D 6164 with a sanded back face and a granule top surface. For Manufacturing use in roof tile underlayment systems. Location #2 NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report • Jate Trinity ERD P10870.09.08-R1 TAS 103 • •. • •'121'04/08 .... • P10870.04.09 TAS 103/ASTM D4798 00153 :M?3/09 •. P33360.06.10 ASTM D 1970 * • Zi7/01 /10 P33370.03.11 TAS 103 • • � � , � 03J02111 � • • • • � P33370.04.11 ASTM D 1623 '....' • � 'W26/11 ••• • P36900.09.11 TAS 103/ASTM D4798 &•GIST "91/11 ..:..' P37300.10.11 TAS 110/ASTM D4798 & D 19170 • • 40/19/11 .... • • P40390.08.12-2 ASTM D 1623 :":': N/07/12 •, P37590.07.13-1 ASTM D6164 %=02/13 P45270.05.14 TAS 103, TAS 110 & ASTM pf j23 0. 05/12/14 : • • •.: P46520.10.44 ASTM D1623 ••:4t3/14 • P44360.10.14 TAS 103 & TAS 110 10/07/14 P43290.10.14 ASTM D 1970 & TAS 110 10/17/14 PLYG-SC10130.06:16-3 TAS 103 & TAS 110 06/27/16 PLYG-10130.06.16-1 ASTM D1970 & TAS 110 06/27/16 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798 & G155 07/06/09 Momentum Technologies, Inc. JX20117A TAS 103/ASTM D4798 & G155 04/01/08 RX14E8A TAS 103/ASTM D4798 & G155 11/09/09 DX23D8B TAS 103/ASTM D4798 & G155 02/18/10 DX23D8A TAS 103/ASTM D4798 & G155 02/18/10 LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or 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. MMFE C,=)OCUNTY BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. 0000 Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minitnum 4'? kead lap. (f0i.. �. base sheet only) ...... .... ...... Membrane: Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polys,�MTj J Max, Polystick• • TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plucpcalf-adhered.. . Surfacing: ..... . .. ..... See General Limitations Below. • • ...... .... ..... .. .. .... ...... Deck Type 1: Wood, non -insulated ' . . . . ...... Deck Description: Min. 19/32" plywood or wood plank ' System Type E(2): Anchor sheet mechanically fastened to deck, membrane adhered • • • • • Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Elastoflex S6 G, hot asphalt applied Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head 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: See General Limitations Below. NOA No.: 17-0614.22 CDADECOUNTY 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 W"laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. *�Verrtt cal stra*Ming of the* ...:. roof with Polystick is acceptable. Membrane shall be back nailed in accordance withtf�plkable butltling code. • • 4. When applying the membrane in the valley, start at the low point and work to the hi *h O pint rolliri • the • Y P g.P...� g. membrane from the center outward in both directions. • • • • • • 5. For ridge applications, center the membrane and roll from the center outward in both directions. • • • • • • • • • .. .... 6. Roll or broom the entire membrane surface so as to have full contact with the surface,*.i vi ...lag sped . ifention.• • to lap areas. • 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Asserkly current Product Contsal..:. ...... Notice of Acceptance. • *00*00 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tap *shall be ' pressed in place and formed around the protrusion to ensure a tight fit. A second layer of PolysticVshall 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, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The 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. Ex osure 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 MIAMMADECOUNW= Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 Rule 61 G20-3 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 ,q 4Uned in Section 9. • . . .... ...... Polystick TU P may be used in mechanically fastened roof tile applications with the extephon of mpoar set tile • applications. "';" "'• "•"' 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, l� �axim�lry r0 slop 9 • • • •; shall be as follows: (See Table Below) •.... • •.. • .... • Tile Polystick Elastoflex Polystick TU Plus, Polystick Poly4tift. • Syjftn (E3) .. Profile MTS S6 G TU P, Tile Pro, TU Max MTSeUIus. • MTS Plus with Dual Pro •TU plus • • Flat Tile Prohibited 4:12 6:12 6:12 5:;; 6:I • without battens 0 1 '0 .'.' Profiled Prohibited 4:12 6:12 6:12 4:12 6:12 Tile without battens The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. When battens are required, they shall be utilized during loading and installation of tiles. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure — two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for all underlayments except Polystick MTS which shall be loaded onto battens. W NOA No.: 17-0614.22 MOWMADECOUNW 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; Vol sticke TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a re jwgjtmay b . dale to the • Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Sectjigtl; fqr approval provided that appropriate documentation is provided to detail compatibility of the products, wind.uplift resi.5tance, and I:fe testing results. 0000 • • • • • • • • ...... .... ..... .. .. .... ...... POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTIGK.MEMBRANES .' . . . . . . . ...... PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPIV(!Zf ONS. • • LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOP ME4ATIQJgS.. •. • • 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1 %" metal disk as required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in 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 '/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. NOA No.: 17-0614.22 MIAMMADE COUNTY 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 401bs 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 � lical Servi es Q g PP Yg P .TeCll� F 0 Department at 1 (800) 894-4563. : 0 9 6 9: 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures asoutfi$ed by .... ":". ...... ...... the National Roofing Contractors Association (NRCA). 000000• .... ..... PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC-APPLN4T39NS. • • • • • • LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECON?ME#&ATIO&S. : •. •.: END OF THIS ACCEPTANCE NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 MIAMI-DADE COUNTY AMl• M PRODUCT CONTROL SECTION a 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadc.zov/cconomv ICP Adhesives and Sealants, Inc. 12505 NW 44' Street • • • • • • . . .... ...... Coral Springs, FL. 33065 .... ...... .... ...... SCOPE: ••��• • This NOA is being issued under the applicable rules and regulations governing the use of eons$Kction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Pr&it Control Section to te: • • .. •••• ..... used in Miami Dade County and other areas where allowed by the Authority Having Jurisdig4A0HJ). .... • • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade CoutatyVr*c;luct Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the rigiht to ha4449,prod act•• • or material tested for quality assurance purposes. If this product or material fails to perform tq 4he rccepte manner, tte• • •; manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or st peUd 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 Polysee 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. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: *000 This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sgalants, Inc. mdescribed• • • •: • in this Notice of Acceptance. For the locations where the design pressure requirements, as detttmided by agMnble • building code, do not exceed the design pressure values obtained by calculations in compliarfee Wn Roo fir • 0 0 0 Application Standard RAS 127. For use with approved flat, low, and high profile roof tile sysj*m* using ICIP . �.... Adhesives Polyset® AH-160. • .. , • ..... ...... .... ..... PRODUCTS MANUFACTURED BY APPLICANT: .. .. .... ...... Product Dimensions Test Produci Wsc�iption Specifications ICP Adhesives N/A TAS 101 Two component polylRtetllane fpafn tlheside Polyset'AH-160 0 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 Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content 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 @ -400 F., 2 weeks +6.0% Volume Change @1580F., 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. NOA No.: 17-0322.03 MIAMI•DADECOUNW 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 Test Name/Report Date #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 • • 25-7438-4 25-7438-7 SSTD 11-93 ••; 11014:7.905 25-7492 SSTD I1-93 ,,,,,, Q:;/95 NB-589-631 ASTM D 1623 • • • • 0,2101,194 ...... .... 9637-92 ASTM E 108 "�"• (14/30/93 01-6743-011 ASTM E 108 1:h46t94 01-6739-062b[l] ASTM E 84 •• •„• 0L/I6/95 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 the 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 61 G20-3 of the Florida Administrative Code. APPROYED 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 Vicee� the res�jjqce valug..... determined in compliance with Miami -Dade County Roofing Application Standards R%$ 12J. The agWsive . • attachment data is noted in the roof tile assembly NOA. ..... • • • • • • • • • • • 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance wMnWofing Application%*..: Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and i1ainTanance;A@Aiet. ` 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed,;; 4Ee Adhesi+es-and • • %• • ` Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicattTs to the authtnity having• • • • jurisdiction. • . . . . ..... 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required befct8latplicatioL . of any adhesive. The mix ratio between the "A" component and the "B" component shall beinaintaimd between► "': • • w 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. NOA No.: 17-0322.03 MIAMI•DADECOUNTY Expiration Date: 05/10/22 "'' ' Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Minimum Paddy Contact Minimum Paddy Gram Tile Profile Placement Detail Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches • • �i.65' ••• Flat Profile #2 10-12 sq. inches ' ' 3�" Low Profile #2 12-14 sq. inches .:.. A High Profile #2 17-19 sq. inches 41900 000 :'34 0 • : . 0 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches ab : • •1:2 grams per paddy • • head of tile 9-11 sq. inches at• 1 0 • • so** • • • overlap ':'; ' ... Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal: •.17 grams per bead 0 edge) 20-25 sq. inches each 009000 ' • 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. WMKAH1� NTY BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 17-0322.03 MAM•DADE COUNTY Expiration Date: 05/10/22 ":' ' N Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # I Mail through plastk c•srwat _Paddy ll3moxhrto) jahm rogWradp, S i Und•ri.ymant .AY` •., loin,rt E•vt,Caerse.� ,4 E•vClaruh ✓y ^'F Nall through plastic cement (when required U"d.rlayrn«nt I 4 ' t � Battens optional `�•:''�, l s� �` :,:, Ea•e Closure EaraCourse= ;w , ' Fame Nat though, pl.Nlc cwr)arlt!• (';when mquk•di P.ddyliB•n•rehTihi tkrdrtisyprnt A 2 tn, wide w ` Battens Optional Ilk it Er * course - ascia r�Weephate r in E&W closure Drip edge 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. 0000 2. Continue in same manner' Inscre appro� mately 17 .' (109.7 cm2) — 23 (148.4'cMi Istluare tech adhesive* • • : • contact with the underside ol'the tile. • •••• •••••• •••• • •• ••••• •• •• •••• •••••• • • • • •••••• Medium Profile / Double flalgw'jle 1. Starting at the eave course, apply a mtitiittum 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 cm') — 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 cm') — 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 kAilthmugkplatUctrm.nt P.ddYIR.nn•thT&) requtredl, Und.tUvmant z •' r i 8-1 No Batbom optional '+vl Z�1. �y��•' :�� ~''� fit'#r � `'••c Eay.Courw .✓2 'Fifth An •.a-•. r Awl through Pia:tic cement 4when requiredl (paddy iBaneath THO smem OpYttOU.11 -'•- „" �� "`—"ter. '�_� ` ~iti - =`'•, 10 on. lay.Caur.• — Fascia APPROVED Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 111102.7 cmZ) — 23 (148.4 cmZ) square ine11• jolgesive colhlaci with this' •; • underside of the tile. • • • • • • • '. • ...... 2. At the second course, apply eaminimum.2" (5Um4• • • •; x 7" (177.8 mm) x 1" (25.4 mm) Foam padd}c onto tb"... underlayment positioned aS tb8V under t•�he• • ..:..' strengthening rib closest tdThe'dverlock ?if the tile ...... being set. • • • 3. Continue in same manner. Kn$tlrPappro X1mately 101....: (64.5 cmZ) - 12 (77.4 cmZ) square inch ftNeVve 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 cmZ) — 23 (148.4 cmZ) 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 cmZ) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Idail 0daugh pYisIbc ce loin!" (wh.nr¢quired) �. P.dd)r18■n.+tF+Tilr) ct �� Eind.t,.ymwtte � "'�•,,�'-�r��s� '�.,� ♦I 4 f +. x lam. ~ ; ._ �` y_'•�, 9ut.ns.pti.nal w Eave Gcusse - facie rO%` xl2w,. ' r' Er�ccrosvrc f Drip .d 0 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 ovejkot*•of the tile being set. Insure approlimaNy 17 ( I* .i cmZ) • • • • • 23 (148.4 cmZ) square inch adhesive cont&AVith the •• •••••• •••• • underside of the tile. • •.... • 2. At the second course, appl�.%"fkimunj 21J56.8mrl� ... • x 7" (177.8 mm) x 1 " (25.4-xwip)efoam paddy pnto tag ; • • • underlayment positioned assWn under the pan portion of the tile closest tp'thQttverlock of the tile . • being set. 0 .. 00000 .... 3. Continue in same manner. Insure approxrrnately 170 • (109.7 cmZ) - 19 (122.6 cm') square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Nail through plasticcement Paddy (between tiles) twhen required) Battens optional ' Paddy (under tile) single paddy on top dtie `. � 4x4 In. Single paddy on underlayment 2 x 4 in. in. Fascia Gave closure Flat/Low Profile Tile Nail through plastic cement Single paddy under tilt {when required) Paddy {between tiles) r Battens, optlawl Paddy [under tilel f( • shigile paddY `,,. on topottde �4x4n. i % Single paddy on underlayment 14in. tin. Eave Qosure Eave Course Fasda Medium Profile Tile 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. LeUF. approximately 4" (101.6.mm).up frod).gV^ve • edge free of foam to pre4n the expande4adhesive • from blocking the weep troth -Insure-: • approximately 17-23 in2'(*IW.7-148.4 crn) of adhesive contact with the• iTArside 4fthe t le • 2. Apply a 4" (101.6 mm) j(.4". CL01.6 mm) x l " (25*4 * mm) foam paddy onto t&e t1h4 lay)yent joist beloNy..: the second course line positioned fo1Vl39ctdy . under the strengthening rib for flat tile,•oreunder 41? • •; pan portion of the tile, closest to the�itntlerfock 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 #i` 3 (CONTINUED) Hall through plasticce Single paddy under the iwhen required) Paddy lbet`reen tiles) Battens Paddy [under tik) t on iV n=rb 4x4in. .� Single 2 x 4 in paddy on a top of tie f ave course —. Fasda �. Weephoie loin. 2 in. Ecave dosure .t Drip edge High ProflleTile 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 1/4" (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 of4ile. insure appro">~nately 600000 9 (58.1 cmZ) - 11 (71cmt)sQu4re inch q�e�ive •9 contact with the underside of the the at ie overlqA .. • and 7 (45.2 cm2) - 9 (58! * t6i square inch adhesive contact with t4(! filldgrside ofthe file at •' •; the head of the tile. ContliWc' 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. Steep pitch applications In contact with the pan tile, (when required) 2) Turn covers upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 s%in. contact area. J Underlayment � Eay. closure (motar shown) .,.�, .._._ Fascia Board --- `J Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave and of pan and cover tiles are flush at save line. Two Piece Barrel - High Profile Tile MIAMI.1]ADE COUNTY ...• • 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 positioue.4 is shown under two adjacFnt pan tiles.'Suppdrt eave .... tiles from rocking until ldhesive has a alaance to eeeee• •ee• • •eeeee cure. ��••� .. . ...... 2. Continue in same manf►gr Dinging iwo lean • • eeeee courses up toward the rim •• jnsure 0 •L ' 70 1 V cm2)••"' approximately 65 (419.J "l — .`.. • 0 • • 6 • • square inch adhesive vvntae>:with the underside •• of the pan tile. • • :a*•*• ,eeeee 3. Turn covers upside dow$ exposing 11%apdersi e of the tile. Apply a minimum 1" (21A rhm) 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. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 029 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