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RF-18-925Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 9300 NW 2 Avenue Miami Shores, FL Permit tss ue' Date. 4110/2018 Parcel Number 1131010150250 Block: Lot: Permit NO. RF-4-18-925 Permit Type: Roof Work Classification: Tile/Flat Permit Status: APPROVED Expiration: 10/07/2018 Applicant RAUL PEREZ Owner Information RAUL PEREZ Address 9300 NW 2 AVE MIAMI SHORES FL 33150-2209 Phone (305)542-9759 Cell Contractor(s) Phone UNITED CONSTRUCTION ENGINEERII (954)588-9723 Cell Phone Valuation: $ 22,400.00 Total Sq Feet: 3000 Type of Work: Re Roof Additional Info: RE -ROOFING TILE AND ROOFING FLAT AR Classification: Residential Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $13.80 $4.50 $3.00 $4.60 $300.00 $9.00 $18.40 $853.30 Pay Date Pay Type Invoice # RF-4-18-67104 04/10/2018 Check #: 1638 04/10/2018 Credit Card Bond #: 3710 Amt Paid Amt Due $ 803.30 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: rfy,that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and Futfiermore;.l authorize the /abo e-na47&gcc co r to do the work stated. 0 Autforize'd Signature: Owner / Applicant C/ntractor / Agent April 10, 2018 Date Building Department Copy April 10, 2018 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC 0 ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS 9300 NW 2 AVE. JOB ADDRESS: City: RECEI VEL APR 10 7018 GLt.H FBC 201-R- Master Permit No. 8 - Q I ZS Sub Permit No. ❑ REVISION El CHANGE OF CONTRACTOR co h ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS Miami Shores County: Folio/Parcel#: 11-• 3/0- 0 Miami Dade Zip: Isjb@ Bup fling Historically Designated: Yes Occupancy Type: Load: Construction Type: TZ )J- Flood Zone: BFE: OWNER: Name (Fee Simple Titleholder): Raul Perez Phone#(3 - Address: 9300 NW 2 AVE. NO FFE: Miami Shores FL 33150 City: State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: United Construction Engineering, Inc. Phone#: 9545889723 Address: 723 Crescent Way City: Weston Freddy Pereira Qualifier Name: State: FL 33326 Zip 9545889723 CCC1328270 State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ dai 'Qi Square/Linear Footage of Work: 3G6 f Type of Work: ❑ Addition D Alteration ❑ New Repai Re -Roofing ( Roofing Tile and Roofing Flat Areas ) Description of Work: Phone#: ❑ Demolition Specify color of color thru tile: r/1a,pJ) l a Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 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 ence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 20_„7,26 OWNER or AGENT The foregoing instrument was acknowledged before me this �j� /d 0ri1 ,20/ ,by 7 t4A/ / C` re 7 , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as Signatte CONTRACTOR The foregoing instrument was acknowledged before me his day of f pIJ L , 20 / , by me or who has produced identificationnd who dike an oath. NOTARY P , who is personall known to ,' Jose A. Giron cos Commission 1 FF990930 Expires: Sept. 3, 2020 ' Bonded thru Aaron Notary as APPROVED BY • MAGALY FONSECA IMY COMMISSION OFF 952884 EXPIREf!: April 24, 2020 Bonded Thru �;olary Public Underwrlers 10" If Sign: Print: Seal: Plans Examiner Structural Review Zoning Clerk (3 OFFICE OF THE PROPFRTY APPRAISEF Summary Report Property Information Folio: Property Address: 11-3101-015-0250 9300 NW 2 AVE Nami Shores, FL 33150-2209 Owner RAUL PEREZ JR Mailing Address 9300 NW 2 AVE MAM SHORES, FL 33150-2209 PA Primary Zone 0800 SGL FAMLY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMLY : 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,872 Sq.Ft Living Area 2,366 Sq.Ft Adjusted Area 2,534 Sq.Ft Lot Size 8,786 Sq.Ft Year Built 1938 Assessment Information Year 2017 2016 2015 Land Value $193,130 $193,130 $142,976 Building Value $176,366 $176,366 $176,366 XF Value $912 $924 $702 Market Value $370,408 $370,420 $320,044 Assessed Value $140,597 $137,706 $136,749 Benefits Information Benefit Type Save Our Homes Assessment Cap Reduction 2017 2016 2015 $229,811 $232,714 $183,295 Homestead , Exerrption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not aH benefits are applicable to al Taxable Values (.e. County, School Board, City, Regional). Short Legal Description ODELL MANORS PB 41-57 LOT 1 BLK 3 LOT SIZE IRREGULAR OR 15114-2356 25840-4289 0791 4 Generated On : 4/1/2018 Taxable Value Information 20171 20161 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $90,597 $87,706 $86,749 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $115,597 $112,706 $111,749 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $90,597 $87,706 $86,749 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $90,597 $87,706 $86,749 Sales Information Previous Sale 07/01/1991 Bo Price OR ok Page 00000- 00000 10/01/1980 $70,000 Qualification Description Sales which are disqualified as a result of examination of the deed 10911 I Sales w hich are qualified 1016 The Office of the Property Appraiser is continually editing and updating the tax roll. Thiswebste 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: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Date: Re: Owner's Name: 27/3 c// J v'c -z_ �./2 - Property Address: : 3 �� ti w 2 !��/—� h"1//'7�/i' c6��yPs `�33/4 Roofing Permit Number: Dear Building Official: certify that I am not required to retrofit the roof to wall connections of my building because: —4 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. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the, provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the 9wner for the above property mentioned. Sworn to and subscribed before me this 0 2- day of 0 n l .. Notary Public, Sate of Florida at Large ,..s, MY CQMM153ION #FF Q520$4 x•.%�- EXPIRES' A,pril'p4, 020 • Bonded Thru Notary Pgb!ig tjndenv hers When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 ROOF ASSEIMILIES AND ROOFTOP STRUCTURES Florida Bulkfing Code lith Edifier (2017) High -Velocity Hurricane Zorn) Uniform Permit Application Form Master Permit No. Contractor's Name Job Address Section A (Generalinfonnationl ti„t Cooc-frookai q300 &h,t) c;,-2 /Low Slope ci Aslatwillo thlogloo Ftineas "Fir) I t19. 49,-C/ ° ROOF CATEGORY 0 Machankitly Fastened lie 111.7 EE EEV P0 21 . 1r • •••• 0 Metal Penel/Shigles 0 Wood ShinOes4hakes • ,• • 0 Prescriptive BUR-FiAS 150 ROOFTYPE 0 New roof 0 *Or 0 Maintenance 3 Resnofing ROOF SYSTEM INFORMATION Low Sive RoofAroa- (SFLIird Soap Sloped Root AREA (SSF) IY°6) • • . Section B (Roof Plan) Stith Roof PI m Militate alias* and secticinew roof drains. snips% CNENEOW skins of sections and Wei, deity Men* amen:done of doweled pressure zones • • • • • • •••••• •••• • ( t t i • • +* tecoenA : : •••• 6 ii•• • 'Total •r•0:• • , • • • i :. . . .... • • . •I • and oA~. 1 , of parapets. • • • 1 . i,r r -1 _ !\jV1/4 T , I12-)_ „ ) POMPLIANCE WITH f\l_ DOUNTY 7619s AND RE: , ;k=.cCCtC ..• Afi IA 1 - . IAPPROVED I 1 4.1_ l'I I . 1 1 Z23 I 1 1 1 1 1 1 1 1 1. 1 1 FLORIDA BUILDING CODE —BUILDING, flth EDITION (2017) 460 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES F1odda Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Rot Syststn a Notice of Acceptance Number: Minimum Design Wind Pressures; If Applicable (From RAS 127 or Calculations): P1 j, {. P1: t.° PP: .% OD' -7 Roof Slope:. :.3 : 12 IRidge Ventilation? Deck Type: C� r< plywood. (,f .. . . . • .... Type Underlayment: cnsufatort . .... • . . • Fire Barrier: Mean Roof Height: . 2 Fastener Type & Spacing: .% r, e/S r tc� . j S i C r Adhesive Type: Type Cap Sheet -TA) ‘P( S Roof Covering: Type & Size Drip Edge: iJ , oop)cat,7i ke .. . . • • • • • 1 1 1 1 II 1 1 1 1 1 1 1• I 1 i 1 . FLORIDA BUILDING CODE — BUILDING, 8th EDn10N (2017) 471 Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mrwith the valves from M* If the Mt values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Band 711e Cale Lions Per RAS 127" (Pt:J9't ( z A.o Z82. s i I , 0 2)- Mg: 4,1-= Ma 6 NOA Mt l @Pt:: ' 1 'le ZY Z s - 6- 4. r", = a_S NOA 14c '— (P3: ['(Yl.7 x 91 Z V2e-: Zg. ?) - Mg:66J _mrabjaNOA r/ Method 2 "Simplified Tile Calculalion Per Table Below" of 2-4-,64= 4,, Required Moment of Resistance (M,) From Table Below NOA,• • • • • • • .• • • •• e • • • • h, Required Moment Resistance' . • • • • Mean Root Height — Roof slope 15' 20' 25' • • • 8�0f' .• •••3®.7 • r 40' ••••423 2:2 34A 36.5 38.2 3:12 32.2 I1.4 36.0 *1 : • 3T�i • • • 830t.8� 4:12 30A 32.2 33.8 • - -al —.its • • •3V'.3 5:12 28A 30.1 31.8 : .its 34.8 Ik12 2844 2 244 a 31:8 i • • .11.4 7:12 24.4 25.6 27.1 ' .. • %2 •' .. 30.0 • •. •• • *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values far F,. If the F' values are greeter than or eta to the F, vain, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pi : _ =1: __ _ _ z w: _ ) - W: _: cos B: _ = F,t: NOA F' (P2 : : l: _ _ _: w: _ ) - w:._: cos 8: = Fa:.,_. NOA (P3 : : l: _ . z w: - ) - W: : cos O: _ = F,y NOA F' • • . • • • • Where to Obtain Information Description Design Pressure Symbol PI orP2 orP3 Where to find RAS 127 Table 1 or by an engineering studyait prepared by PE based on ASCE 7 Mean Roof Height Roof AetudymmicMultipber H Job Site Job Site Restoring Moment due to Gravity Ma NOA Attachment Resistance Mr NOA Required Moment Resistance M, Calculated Minimum Attachment Resistance NOA Required Uplift Resistance P, Calculated A The Weiightt Tile Dim one w 1= length w- width NOA NOA AR ariculations most beaabasnedtothel3e 0f6ataisttheti eofpermhappls ea. r Section C MIAMI• COUNTY Miami -Dade County I4VHZ Electronic Roof Permit Form Section C Page (Low Slope Roof Systems) "Delivering Excellence Every Day" Fill in the specific roof assembly components. if a component is not required, insert not applicable (Ma) in the text box. Top Ply: ROOF SYSTEM MANUFACTURER: Product Approval (NOA): IGAF 14-1030.02 System Type: ri,7 Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Reid: I-42.8 (P2) Perimeters: (P3) Comers: psf -71.1 t-i 08.0 psf psf Maximum Design Pressure From NOA: f-52.5 Roof Slope:1_0.50 ":12 Roof Mean Height: Parapet Walls: No CIYes Parapet wall Height psf 16 Deck Type: Support Spacing: Alternate Deck Type: Existing Roof: 1-5/8" Plywood— " olc ft. NA SAME Fire Barrier. NA Vapor Barrier. NA Anchor Sheet NA Anchor Sheet Fastener / Bonding Material: NA Insulation Base Layer Size &Thickness: INA Insulation Base Layer Fastener / Bonding Material: NA Insulation Top Layer Size & Thickness: NA Insulation Top Layer Fastener / Bonding Material: NA Base Sheet(s) & No. of Ply(s): GAF GLASSBASE 75# (1) Base Sheet Fastener / Bonding Material: 1-114" RS NAIL & TIN CAP 1-5/8" PIy Sheet(s) & No. of Ply(s): GAF RUBEROID 20 (1) PIy Sheet Fastener / Bonding Material: HOT MOP ASPHALT ft. GAF MINERAL CAP SHEET Top Ply Fastening / Bonding Material: HOT MOP ASPHALT Surfacing: SINGLE PLY MEMBRANE: GRANULES Single Ply Manufacturer / Type: NA Single Ply Sheet Width: NA " 1/2 Sheet Width: t' ' I " •••• • • • No. of Single PIy 1/2 sheets: NA ; • • • Single Ply Membrane Fastening / Bonding IQtateriai: INA • ••••.•. • •.• • • • • • 0 FASTENER SPACING FOR BASESIef'lrACHIckg•: • • • ❑ SINGLE PLY MEMBRANE ATTACHMENT • • 1.Field: r1"ofc@Laps &J1rod/S =• "ole •••••• 2. Perimeter: Fci " o/c @Laps & rods ".o/c • 3. Comer. ri " o/c @ Laps &El IOW �• " o/c • • • • NUMBER OF FASTENERS PER INSULATION BOARD: • • • • • • 1. Field: El 2. Perimeter. FA1 3. Comer. Fi Insulation Fastener Type : NA W000 NAILER TYPE AND SIZE: 1" X 8" FASCIAL W000 Wood Nailer Fastener Type and Spacing: #12 WOOD SCREW 16" OC EDGE & COPING METAL SIZES: Edge Metal Material Edge Size: —Galvanized Metal— • • • • • • —3" face 26 ga.— Hook Strip Sae: J—SELECT EDGE METAL HOOK STRIP SIZE — Edge Metal Attachment 11-1/4" RS NAIL 4"OC Coping Material: —SELECT PARAPET WALL COPING MATERIAL — Coping Size: SELECT COPING METAL SIZE OR THICKNESS — Hook Strip Size: —SELECT COPING METAL HOOK STRIP SIZE — Parapet Coping Metal Attachment: INA • r Edge/billable Deal: MIAM&DIDE COUNTY °Delivering Excellence Every Day" • Miami -Dade County HVHZ Electronic Roof Permit Form • • • •• . ••.. ••.• • • • • • • •••• •••• • •••. • • • • • • • • • •••• • • • •• •• •••. • • • • Illustrate Components Noted and Details as Applicable:. • • • • •• • • • • • • •• • • Top Ply Interplies • Base Sheet Drip Metal Roof Deck Roof Mesa Height: Drip Metal: ft. I3"X3" GALV 26G Surfacing: 'GRANULES Top Ply: !GAF MINERAL CAP SHEET Interplies: `GAF RUBEROID 20 Base Sheet: J IGAF GLASSBASE 75# Deck Type: `PLYWOOD 518" TGFU.R1306 - Roofing Systems Page 5 of 44 Base Sheet — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Trt-Ply® #75 Base Sheet" or "GAFGIASO #80 Ultima"' Base Sheet", mechanically fastened. Ply Sheet — One or two plies Type Gs "GAFGLAS® Ply 4" or "Tri-ply® 4" or "GAFGLAS® Flex-PIy'" 6" or Type G2 "GAFGLASpe#•75 Base Sheet" or "Tri-Ply® #75 Base Sheet' or "GAFGLAS® #80 Uldma's Base Sheet", fully adhered with hot roofing asphalt. • • Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or'Trl-Ply® BUR Granule Cap Sheet", fu'4y adpetid with hol:tefing asphalt. . • • Coating: — "United Coatings'" TOPCOAT® EnergyCote", Roof Coating" or "TOPCOAT® MB Plus Coating" or• U_ • • • • • • • • • 17. Deck: C-15/32 Incline: 1/2 • • • • • • Insulation (Optional): — Any thickness perilte or wood fiber or glass fiber or polylsocyanurate mechantcalfyl#stened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified Insulation adhesive. • • • • • • Barrier Board: — Minimum'k-In. thick Georgia-Padflc Gypsum LLC "DensDeck® Roofboard" or "DensDeck®.Prime Roofbol41e8r' • "DensDeck® DuraGuard"' Roofboard" or minimum y-(n. thtck Untied States Gypsum Co. "SECUROCK® REd1 BUM" (Type Fii)1.G}or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "Olplippd,Fogerting System" or any UL Classified insulation adhesive with butt joints In the barrier board products staggered a minimum of 6-in. from plywood deck j lnts. Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply #75 Base Sheet" or "GAFGLAS® #80 Uhlman Base Shaer, mechanically fastened. • • • • • • • • Ply Sheet — One or two piles Type G1 "GAFGLAS® Ply 4" or "Trl-Ply 4" or "GAFGLAS® Flex PIy 6" or Type G30GAFGLAS4 #75 Base Sheet" or'Trl-Ply #75 Base Sheet" or "GAFGLAS® #80 Ultima"Base Sheet", fully adhered with hot roofing asph#it. • • • Cap Sheet — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or'rri-Ply© BUR Granule Cap Sheet", fully adhered with4ipt.t ffhg asphalt. Coating: — "United Coatings'" TOPCOAT® EnergyCote"" Roof Coating" or "TOPCOAT® MB Plus Coating" or "United Coatings'" Roof Mate MB Plus Coating" applied at a rate of 2-gal./100-ft.2. 18. Deck: NC Incline: 1 insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate, mechanically fastened or adhered with "LRF Adhesive M" or OMG Inc. "Olybond Fastening System", applled as a nominal W4-In. bead or "GAF 2-Part Roofing Adhesive", applied as a nominal 2'k-in. bead with a maximum on -center spacing of 12-In. or any UL Classified insulation adhesive, applled per the manufacturer's installation Instnutions. Base Sheet: — One ply "GAFGLAS® Stratavent® Perforated Venting Base Sheet", loose laid or Type G2 "GAFGLAS® #75 Base Sheet" or "Trl-Piy #75 Base Sheet" or "GAFGLAS® #80 Ultima"' Base Sheet", fully adhered with hot roofing asphalt. Ply Sheet: — One or two piles "RUBEROID® Mop Smooth" or "RUBEROID® Mop Smooth 1.5° or "RUBEROIDO Mop Smooth Plus" or "RUBEROID® 20 Smooth", "Ruberold® 20 Plus Smooth" or "RUBEROID® HW 25 Smooth", fully adhered with hot roofing asphalt. Membrane: — "GAFGLAS® Mineral Surfaced Cap Sheet' or'TrI-Ply® BUR Granule Cap Sheet", fully adhered with hot roofing asphalt. Coating: — "United Coatings'" TOPCOAT® EnergyCote'" Roof Coating" or "TOPCOAT® MB Plus Coating" or "United Coatings", Roof Mate MB Plus Roof Coating" applied at a rate of 2-gat./100-ft.2. 19. Deck: C-15/32 Incline: 1 Insulation (optional): — Any thickness perllte or wood fiber or glass fiber or polyisocyanurate mechanically fastened ar adhered with OMG Inc. "Oiy8ond Fastening System" or any UL Classified insulation adhesive. Barrier Board: — Minimum V.-In. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" ar "DensDeck® DuraGuard'" Roofboard" or minimum grin. thick Untied States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified Insulation adhesive with butt joints in the barrler board products staggered a minimum of 6-in. from plywood deck joints. Base Sheet — One ply "GAFGLAS® Stratavent® Nallable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet", loose Iald or Type G2 "GAFGLAS© #75 Base Sheet" or'Tri-Ply #75 Base Sheet" or "GAFGLAS® #BO Ultima"' Base Sheet", fully adhered with hot roofing asphalt. Ply Sheet: — One or two piles "RUBEROID® Mop Smooth" or "RUBEROID® Mop Smooth Plus" fully adhered with hot roofing asphalt. Membrane: — "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet", fully adhered wlth hot roofing asphalt. Coating: — "United Coatings'" TOPCOAT® EnergyCotel" Roof Coating" or "TOPCOAT® MB Plus Coating" or "United Coatings"" Roof Mate MB Plus Roof Coating" applled at a rate of 2-gal./100-ft.2. 20. Deck: C-15/32 Incline: 1 Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or'Trl-Ply® #75 Base Sheet" mechanically fastened. Insulation (Optional): — Any thickness or combination: perllte or wood fiber or glass fiber or polyisocyanurate, 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 "RUBEROID® 20 Smooth", "Ruberoid® 20 Plus Smooth" or "RUBEROID® HW 25 Smooth", mechanically fastened or fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or'Trl-PIy® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCap'" Mineral -Surfaced Cap Sheet". 21. Deck: NC Incline: 2 Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDedc® ouraGuard'" Roofboard", minimum 14-In. thick, or United States Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX), minimum %4-In. thick. Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or perllte/polyisocyanurate composite or partite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two plles Type Gi "GAFGLAS® Ply 4" or'Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or one ply Type G2 "GAFGLAS® #75 Base Sheet" or "Trt-Piy® #75 Base Sheet" or "GAFGLAS® #80 Ultlma'" Base Sheet" mechanically fastened or fully adhered with hot roofing asphalt or one ply Type G2 "GAFGLAS® Stratavent® Mailable Venting Base Sheet" or "GAFGiAS® Stratavent® Perforated Venting Base Sheet" loose laid, mechanically fastened or fully adhered. Ply Sheet — One or more plles Type G1 "GAFGLAS® Ply 4" or'Tri-Ply® Ply 4" or "GAFGLAS® Flex PIy 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or'Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCap'" Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. Class B I.ti..•rr.l„�.i.,,.u„1,.,..„I,.,.:_1,:,.lYVtif/tArnr,tato/f TCPYT/1FR4MF/chnwnaaPhtml9namp=TC1 A/1/7016 MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1 Campus Drive MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Roorptea •. Miamy Florio 33175-2' 4 • T (786)315-25MT (716) 315-259p.. www.miamiciade eov/ecolAthl> •�-••• • • •••. • • 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-Dltie ceinty Rt'•• Product Control Section to be used in Miami Dade County and other areas where allowed by'the • • • • • • Authority Having Jurisdiction (AHJ). •• . This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid®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. MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 1 of 30 Membrane Type: SBS/SBS Cold Applied Deck Type 1: 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: FireOutT" Fire Barrier Coating, VersaShield® Fire -Resistant Roof . ea Protection ' ..•. (optional) or Securock® Gypsum -Fiber Roof Board. • Base sheet: GAFGLAS® #80 Ultima Base Sheet, GAFGLAS® Stratavenf E?ii inator ' Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat field— Smooth or Ruberoid® SBS Heat -Weld' �' 25 base sheet mechanically fa4"4 to deck 4 • • • described below: • • • • Fastening GAFGLAS® Ply 4, GAFGLAS® FlexPly' 6, GAFGLAS® #75 ase S heet way:. Options: of above base sheets attached to deck with approved annular ring§haik nails: nd• tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows t ;; • • • o.c. in the field. (Maximum Design Pressure —45 psf. See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® F1exP1yTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Tee' #12 Fastener, Drill-TecT" #14 Fastener or Drill-Tec'' XHD Fastener and Drill-Tec— 3" Steel Plate, Drill- TecT" AccuTrac® 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® F1exPlyT" 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 —52.5 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. (Maximum 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-TecT" 3" Steel Plate, Drill -Tee' AccuTrac® Flat Plate or Drill-Tec— AccuTrac® 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 and 3" inverted Drill-TecT" 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) MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 26 of 30 Fastening GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Options: Drill-TecT" #12 Fastener, Drill-TecT" #14 Fastener or Drill-TecT" XHD Fastener (Continued) and Drill-TecT' 3" Steel Plate, Drill-TecT" AccuTrac® Flat Plate or Drill-TecT'" AccuTrac® Recessed Plate installed 8" 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 —75 psf. See General Limitation #7) • • • • • • Ply Sheet: (Optional) One or more plies GAFGLAS® Ply 4, GAFGLAS® F%xely: 6, .... . • GAFGLAS® #80 Ultima Base Sheet, Ruberoid® Mop Smooth orRuteroid® 204:. • sheet adhered in a full mopping of approved asphalt applied witl1Mt1VEVT range, • . and at a rate of 20-40 lbs./sq. •...• • • • .•. . Membrane: One or more plies of Ruberoid® Mop Smooth, Ruberoid® Mop )• F1 Ruberoid®. Mop Granule, RoofMatchT"' SBS Modified Granular, RuberoieRGlc (Plus • • • • • Granule, Ruberoid® 20, Ruberoid® 30, Ruberoid®EnergyCap" 3D'1 BS • Membrane, Ruberoid® 30 FR or Ruberoid® Mop FR in adhered In a fit mop}•o irk:. of approved asphalt applied within the EVT range and at a rate t 2!J- 01bs.7.cL • Or • ••• One or more plies of Ruberoid® Mop Smooth, Ruberoid® Mop Granule, RoofMatchTM SBS Modified Granular, Ruberoid® Mop 170 FR, Ruberoid® Mop Plus Granule, Ruberoid® 20, Ruberoid® 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 at 400 lbs./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® EnergyCap" 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. Topcoat® Membrane, Topcoat® MB Plus (to be used as a primer with Topcoat® Membrane) or Topcoat® Surface Seal SB applied at 1 to1.5 gal./sq. Maximum Design Pressure: See Fastening Options MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 27 of 30 • • • • • • • • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® FlexPlyTm 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/4" DensDeck® Roof Board or'/" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: . • • • • • • • • ••.• 1. Fire classification is not part of this acceptance; refer to a current Approved Roofiv Materials • • • • Directory for fire ratings of this product. • • • • 2. Insulation may be installed in multiple layers. The first layer shall be attached intflMpltance with• Product Control Approval guidelines. All other layers shall be adhered in a full of • • approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically' •••• • • • attached using the fastening pattern of the top layer • • 3. All standard panel sizes are acceptable for mechanical attachment. When appliec,Lugproved 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 c 1 • • • foam insulations when the base sheet is fully mopped. If no recovery board is used•the base shee4 . 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 12' 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 lbf., 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 nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 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 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 30 of 30 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) I30ARI) AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 SCOPE: MIAAII-DADE COUNTY PRODUCT CONTROL: SECTION 11805 SW 26 Street, Room 208 Miami. Florida 3 3175-2474 C (786) 315-2591) F (786) 315-2599 www.miamidade.gov/ecouomv ••.• • • • •••• • • ▪ • •• • •••• • •••• • •••• • • • • • • • This NOA is being issued under the applicable rules and regulations governing the use of conSLr I Lien mate -W4. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Prodtict•Gontrol ,%,:tapit. to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdicton{HJ). • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County L r▪ oduct Cont81'3CCtion • (in Miami -Dade County) and/or the AEU (in areas other than Miami -Dade County) reserve the•rilht:to have.Uiis product or material tested for quality assurance purposes. If this product or material fails to perform in the ackeiored manner, the manufacturer will incur the expense of such testing and the AM 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: Malibu Concrete Tile • • • •• • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been tiled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product. for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida. and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0223.19 and consists of pages 1 through 7. The submitted documentation was reviewed by Gaspar J Rodriguez. MIAMI•DADE COUNTY APPROVED NOA No.:16-0314.07 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: I. SCOPE: Roofing Roofing Tiles Concrete .. • . . • .... • • . ... .... This approves a system using Eagle Roofing Products Malibu Concrete Roof Iik fat man>xf Eured.by Eagle Roofing Products LLC in Sumterville, FL and described in Sectitlf?bf this Notice of, Acceptance. For use in locations where the pressure requirements, as determince6ra4)plicabLe• ilding• Code, do not exceed the design pressure values obtained by calculations in comarance wiTh RAS 127 using the values listed in section 4 herein. The attachment calculations shall beAcile.as a moulen4ibased system. 2. PRODUCT DESCRIPTION: Manufactured by Applicant Dimensions Malibu Concrete Tile Lenght = 17" Width = 12 1/2" Thickness 'A" Trim Pieces Lenght — varies Width = varies varying thickness 2.1 EVIDENCE SUBMITTED: Test Agency Test Identifier PRI Construction PRI06178 Materials Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies MIAMIDADE COUNTY APPROVED 7161-03 Appendix III 7161-03 Appendix 11 P0402 Test Specifications TAS 112 Type lb Class III 1'AS 112 • • • • • • • •• • Product • • • • • • . • •. . .. • Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with three nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report TAS 112 Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails 94-060B Static Uplift Testing TAS 101 (Adhesive Set) 94-084 Static Uplift Testing TAS 1.01 (Mortar Set) P0631-01 Wind Tunnel Testing TAS 108 (Mortar Set) Date 08/23/06 Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 NOA No.:16-0314.07 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 2 of 7 • Redland Technologies Professional Service Industries, Inc. The Center for Applied. Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied. Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering. Inc. 'i'he Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. ATI..: of South Florida MIAMIDADE COUNTY APPROVED Letter Dated Aug. 1, 1994 224-47099 25-7094-1 25-7094-7 25-7094-4 Project No. 307025 Test r'MDC-76 25-7183-1 25-7183-2 25-7214-2 25-7214-6 528454-2-1 520109-2 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Calculations RT 121 1.03-15 Wind Tunnel Testing TAS 108 (Nail -On) Physical Properties TAS 112 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) Static Uplift Testing TAS 102 (4" Headlap, Nails. Direct Deck, Recover/Reroof) Wind Driven Rain TAS 100 Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik-Drive Screw, Direct Deck) (1 Quik-Drive Screw, Battens) Static Uplift Testing TAS 101 Two Patty Adhesive Set System 25-7183 25-7094 25-7496 25-7584 25-7804b-8 25-7804-4 & 5 25-7848-6 Aerodynamic Multiplier Restoring Moment Due to Gravity T.AS 112 Aug. 1994 Sept. 1994 Oct. 1994 • • ..•• • . • .. . •.•• ••••Oct. I904:• • •.•. • . • • •..• • •... J?.ct. 199G1... • • • . ..• .. .•.. • . • • . • • (,ct. 1994 . • . . •. • Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 April 1999 March 1995 February 1996 April 1996 December 1996 Sep. 2006 Sep. 2006 12/1.7/15 • . . • NOA No.:16-0314.07 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 3 of 7 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 shall be required, refer to applicable Building Code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Mianli-Dade Counitlf.roe1uct Control Section for review. ••• •• •... • • 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applicat� 4,i,$tandarcj�• Vted • • section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements applicable Building Code. 4. INSTALLATION • • to the rocitivleve unitss stated • •.•• • shall bent emitplia4e itll •• •• ••.• • • • • • • • • • • • • • • 4.1 Eagle Roofing Products LLC; Malibu Concrete "Tile and its components shall be instalred• nip strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations • • • • • •• • • Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length -I (ft) Width-w (ft) Malibu Tile 9.5 1.417 1.04 Table 2: Aerodynamic Multipliers - X (ft3) Tile Profile ? (ft3) Batten Application k (ft3) Direct Deck Application Malibu Tile 0.305 0.282 Table 3. Restoring Moments due to Gravit - Mg (ft-Ibf) Tile Profile 3":12" 4":12" 5":12" 6":12" 7":12" or greater Malibu Tile Battens Direct Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.30 6.65 6.21 6.54 6.08 6.41 5.93 6.25 5.77 6.08 MIAMI•DADE COUNTY APPROVED NOA No.:16-0314.07 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 4 of 7 • Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Malibu Tile 2 2-10d Ring Shank Nails 27.8 37.4 28.8 1-10d Smooth or Screw Shank Nail 8.8 11.8 ' ' ' • .'4."1'. .... . 2-10d Smooth or Screw Shank Nails 16.4 21.9 ' 7,!1" •••• • 1 #8 Screw 25.8 25.8 ..,. • 2�•9 •., 2 #8 Screw 47.1 47.1 - • • •4S..1. �•24. ' 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 .•'••' '.. ' �� .� 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 2.1 - • 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 • • • •• • g•1'a -- • : • 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 •,.3'2 2-10d Ring Shank Nails' 43.0 67.5 50.9 1 Installation with a 4" tile headlap and fasteners are located a min. of 2Y2" from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Adhesive2 26.13 2 See manufactures component approval for installation requirements. 3 The Dow Chemical Company TileBond Average weight per patty 11.4 grams. ICP Adhesives Polyset® AH-160. Average weight per patty 8 grams. • Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile ICP Adhesives Polyset® AH-160 86.614 ICP Adhesives Polyseth' AH-160 45.55 4 Large paddy placement of 54grams of ICP Adhesives Polyset® AH-160. 5 Medium paddy placement of 24grams of ICP Adhesives Polyset`, AH-160. • • ... • • .. • • • • • • • • • • •••• Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Malibu Tile Mortar Set' 20.60 1 Tile-Tite Roof Tile Mortar. MIAMI•DADE COUNTY APPROVED NOA No.:16-0314.07 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 5 of 7 • 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". EAGLE® FLORIDA (LocATED ON UNDERSIDE OF TILT:) OR EAGLE FL (LOCATED ON FRONTSIDE OF TILE) • .• .. . • . .... .• .. .. MALIBU CONCRETE ROOF TILE LABEL, SUMMERVILLE PLANT MIAMIDADE COUNTY APPROVED .. • • ... • • • • NOA No.:16-0314.07 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 6 of 7 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall he accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Al-IJ or applicable Building Code in order to properly evaluate the installation of this system. !NFL K°.OLE MIAMI•DADE COUNTY APPROVED PROFILE DRAWING MAL.IBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE • • • • • •• • • •••• . . •... • • •• •• • .• • • • • • • •••• •••• • • . • • • • .••• • • • .. .• 9 • . •. . ..• .• • • • • . . . . 9 • .• • • • • • NOA No.:16-0314.07 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 7 Of 7 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) q Roof System Manufacturer: tRDQ t) i ib1,V('(}-S Notice of Acceptance Number. 1 — DJ 14 . (� Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 219 1 P1: IOC' 1 P1: I no, •7 Roof Slope: 3 : 12 Deck Type: •••• • • i • -... • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• ••• .••• Ste pi Type Underlayment Ridge Ventjlft ? Insulation: • . • • •• • • • .. • • 14% Fire Barrier: Mean Roof Height: 12 Fastener Type & Spacing: Adhesive Type: Nrl l�lbif l � t T 'r1- n cp Type Cap Sheet e•i•C 4di es't Roof Covering: )qo‘liiao et)ne4A1-116 Type & Size Drip Edge: • • •• • • • • • xS" 0.6 54 cbaIti FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 16.39 ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) . •' • •. For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values Pram M,. If tfl4 gg values are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is ttf ceptable. : • • • .... • y Method 1 "Moment Based Tile Calculations Per RAS 12T • f (P1 x 7l t'r - Mg: �•f!S = M„ Product Approval M, �a.p .. er•• (P2 1 x,J)Z I - Mg: Ma ia. Product Approval M, (P3: I W.7 X(., Zs' 1- Mg:(yk Ma 1.7y Product Approval M, . f = .` 0 1 Method 2 "Simplified Tile Calculations Per Table Below" • • •• • . • Required Moment of Resistance (M,) From Table Below Product Approval M, • . . M, required Moment Resistance* . • • • • Mean Roof Height Roof Slope 15' 30' • 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 • . • • •• . *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F values are greater than or equal to the Fr values. for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1: x L _ = x w: = ) - W: _ x cos 0 - = F„ Product Approval F (P2: x L _ = x w: = _) - W:x cos 0 = Fr2 _ Product Approval F (P3: x L = x w: = __) - W: x cos 6 = Fr, Product Approval F' Where to Obtain Information Description Symbol Where to find Design n Pressure g P1 or P2 or P3 pre - RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site: Roof Slope A Job Site Aerodynamic Multiplier . Product Approval Restoring Moment due to Gravity M9 Product Approval Attachment Resistance Mt Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to he building official at the time of permi application. 15.40 FLORIDA BUILDING CODE - BUILDING, 5th EDI11ON (2014) MIAMIDADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.Eov/economv • .•s • • • •• •••• • •••• • •••• • • This NOA is being issued under the applicable rules and regulations governing the use of colarticrtion matirjils. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - PradticxeontrorSgctien to bg used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdic.p(•AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami -Dade CountysProdea t Conii'o1Settion (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve theright to ha'.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: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.15-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Sub -Category: Material: Roofing Underlayment SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick IR-Xe Manufacturing Location #1 & #2 Polystick Dual Pro Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick TU Max Manufacturing Location # 1 & #2 Polystick TU P Manufacturing Location #2 Polystick TU Plus (Surface Printing) Manufacturing Location #1 & #2 Polystick MTS Manufacturing Location #2 Polystick MTS Plus Manufacturing Location #2 Elastoflex S6 G Manufacturing Location #2 MIAMI•DADE COUNTY APPROVED Dimensions 65' x 3'3-3/8" Or65'x3' 60 mils thick 61' x 3'3 3/8" 60 mils thick 61' x 3'3 3/8" 60 mils thick 65'8" x 3'3-3/8" 60 mils thick 32' 10" x 3'3-3/8" 130 mils thick 65' x 3'3-3/8" 80 mils thick 65'8" x 3'3-3/8" 60 mils thick 65'8" x 3'3-3/8" 60 mils thick 32' 10" x 3'3-3/8" Test Specification ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 TAS 103 TAS 103 and ASTM D 6164 • • •'• Product,,... Descriptiwi •. • • •• • • • • • • • • • • • •••• • A fine granular/sand top surfacPcIiadhering.41P polymer modified, fiberglass reinforced, bituminous sheet material for use as an uniiiriurnent in oiled roof assemblies. Designed as an icaifilien shield. • • • • A rubberized asphalt self-adhering,iglass-fiber✓pblyester• reinforced waterproofing mentbJirlea Design: .d a • metal roofing and roof tile underlayment. • • • • • • A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt self -adhering, polyester reinforced waterproofing membrane. Designed as a a roof tile underlayment. A rubberized asphalt waterproofing membrane, glass- fiber/polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polyester reinforced, SBS modified bitumen membrane with a sanded back face and a granule top surface. For use in roof tile underlayment systems. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: I. Hazelton, PA 2. Winter Haven, FL Test Agency Trinity l ERD PRI Asphalt Technologies Momentum Technologies, Inc. EVIDENCE SUBMITTED Test Identifier P 10870.09.08-R 1 P10870.04.09 P33360.06.10 P33370.03.11 P33370.04.11 P36900.09.11 P37300.10.11 P40390.08.12-2 P37590.07.13-1 P45270.05.14 P46520.10.14 P44360.10.14 P43290.10.14 PLYG-SC 10130.06.16-3 PLYG-10130.06.16-1 PUSA-035-02-01 PUSA-055-02-02 PUSA-089-02-01 JX20H7A RX14E8A DX23D8B DX23D8A Test Name/Report Date TAS 103 13/04/08 TAS 103/ASTM D4798 &G15 , •44/•1,3309 ASTM D1970 •..• =1,410 TAS 103 .0=402/ 11 • ASTM D 1623 04E26/11 • TAS 103/ASTM D4798 &.0155;QStQv/11 TAS 1 10/ASTM D4798 & 131V7b • 10/19/11 ASTM D 1623 • • • b$71 /12 ASTM D6164 •• •• O17//62/13 TAS 103, TAS 110 & ASTM D116:3 • 05/12/14 ASTM D1623 • �•i • :•1' 3/14 TAS 103 & TAS 110 • • • .1.0/Q7/14 . . ASTM D 1970 & TAS 110 .04/41'//14 TAS 103 & TAS 110 06/27/16 ASTM D1970 & TAS 110 06/27/16 • • • • • • • • •• TAS 103 09/29/06 TAS 103 12/10/07 TAS 103/ASTM D4798 & G155 07/06/09 TAS 103/ASTM D4798 & G155 04/01/08 TAS 103/ASTM D4798 & G155 11/09/09 TAS 103/ASTM D4798 & G155 02/18/10 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. MIAMI.DADE COUNTY APPROVED BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 • INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) • • • • •• •... • Membrane: Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick•TU•Max, Polystick • • TU P, Polystick TU Plus, Polystick MTS or Polystick MTS PIuS,•s'P.f-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. MIAMWADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strappirT•of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable buildiovcode. 4. When applying the membrane in the valley, start at the low point and work to the high point,:rolling tk:.. •.. 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,•giving speci .1.7. i tion to lap areas.• • • • • • • •• 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof AssembT7 cdl'rent ProdiCt•Control• Notice of Acceptance. • •• •••• ••. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. Thy, flasfling tapjsfial•be • pressed in place and formed around the protrusion to ensure a tight fit. A second layer•of Polystick iall •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. Exposure Limitations (Days) MTS IR-Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL 180 90 180 180 180 180 180 180 180 Hazelton, PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 MIAMI•DADE COUNTY APPROVED Mule 61G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of n Yrfr''t tile •applications. • • •• •• • ••.• 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, tihe•traximum•ilogi f slope shall be as follows: (See Table Below) • • • • • • • • Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, TU P, Tile Pro, Dual Pro Polystick TU Max Polystiota••• MTS PItlr •: •• •• SysItAt 3) MTS 4Miis w ith TI.11 k s Flat Tile Prohibited without battens 4:12 6:12 6:12 5:12 • : • 6:126 Profiled Tile Prohibited without battens 4:12 6:12 6:12 4:12••• • .6+�a. •• • 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. a a POL' Sf1CKTU Pliis MIAMI•DADE COUNTY APPROVED (6 Max. Per Stack) • •••• • • ..•. • •• NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 • 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may beAttitkp the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Sectio nfor••approvafEvided •• that appropriate documentation is provided to detail compatibility of the products, winilalif4 resistiai, and fir • testing results. • •••• • POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK M MBRXNES • • • • ••• •• .••• PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPEMG4PPLICATJONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMi 4Er D3TIONS. • • •• 1. Polyglass does accept the direct application of Polystick underlayment membranes to weed decks. IltstaNers 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 14712", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563.• •• • • • • • 13. Questions in regards to the application of Polyglass products should be directed to our TQChnitral Servirt!• •• Department at 1 (800) 894-4563. • • • • • 14. Polyglass recommends that applicators follow good roofing practices and applicable p �ocedu�es as outlined by . the National Roofing Contractors Association (NRCA). • • • • • . . • • • • . . PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPEWiIr4PPLICATJONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMIkElID1TION5S. . END OF THIS ACCEPTANCE MIAMMADE COUNTY APPROVED • . . •. . . •. . . .. . • . • • • • NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44th Street Coral Springs, FL. 33065 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidade.Eov/economv •• • • • •• • • • • • • • ♦••• • • • • • ••.• • This NOA is being issued under the applicable rules and regulations governing the use of eeriettdction materials. Tl;q • • • •• documentation submitted has been reviewed and accepted by Miami -Dade County RER-PrQddCt'contro2 Section to be • used in Miami Dade County and other areas where allowed by the Authority Having Jurisdictiot AHJ). • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Pteduct COMM. Sectidrf • • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve tl"rlQlitto have this product ' • or material tested for quality assurance purposes. If this product or material fails to perform in the acceptedar�ner, the • manufacturer will incur the expense of such testing and the AHJ may immediately revoke, hodity:, or susJ n&l the u' • • • of such product or material within their jurisdiction. RER reserves the right to revoke this accepta_i , •if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. • •• • DESCRIPTION: ICP Adhesives Polyset® AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 • ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as.dascribed in this Notice of Acceptance. For the locations where the design pressure requirements, as dttermmned by'alpplitable building code, do not exceed the design pressure values obtained by calculations in compliance•wit i Roofing • • Application Standard RAS 127. For use with approved flat, low, and high profile roof tile s)•stC411§•using lr? • Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications ICP Adhesives N/A TAS 101 Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A Dispensing Equipment 30 & 100 .... • • • • .... • . • • Product be'stription •• •" • . • • • • • . • • Two component pot 'writ( ne foam adhesivh • •• • •• • • . • •• . ••• • Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 Results 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise ASTM D 1623 28 PSI Parallel to rise ASTM D 2127 0.08 Lbs./Ft2 ASTM E 96 3.1 Perm / Inch ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. MIAMI-DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division • • • • • Ramtech Laboratories, Inc. 9637-92 ASTM E 108 • • • 04/3Of9'3 •• • .... • Southwest Research Institute 01-6743-011 ASTM E 108 . •:. ;/94 • 01-6739-062b[1] ASTM E84 ••..•• g11/1io/46f95 ..•. • Trinity Engineering 7050.02.96-1 TAS 114 .. •. Q31141196 P36700.04.12 ASTM D 1623 • • • 04/18/12 • • P39740.02.12 TAS 101 =it12 TAS 123 • .. • .• • • • • Celotex Corp. Testing Services 528454-2-1 TAS 101 16/23•/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensectby IEP Adheei.vcs and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicato'ts to the authcrityhaving • jurisdiction. • • • • • 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is resquirred before ap,plicatiop of any adhesive. The mix ratio between the "A" component and the "B" component s)•ial4 be maint: ed Between • 1.0-1.15 (A): 1.0 (B). •••• • • • • 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispense» U1000• or�ItI 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•44110ives 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. MIAMI•DADE COUNTY APPROVED • • • .• • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Area Minimum Paddy Gram Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 3A• • Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at head of tile 9-11 sq. inches at .• ,,.... overlap •. .'1,2 gram§ per paddy • • ' :•"' •••• ••• • •••• • • Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal.' . edge) 20-25 sq. inches each• bead ••• • • •.1up� ...7 gra,bead • •• .•, • • • • •• •••• •••, Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches . • •. 14 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. MIAM4OADE C ■NTY APP JY BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 4 MIAMI•DADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL # 1 Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure appoximNtely 17 (109.7 cm2) — 23 (148.4 m2.)*Square irfc'lf adhesive contact with the underside of the tile. : .... . . .... . . . •... . .... . . . . ..• .. .... • . Medium Profile / Double nh Ttle • • • . . . . . • • • 1. Starting at the eave course p 1y a minimum 2" • (50.8 mm) x 10" (254 mmj x r" (25.4rinn.).foam. paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 • • • ADHESIVE PLACEMENT DETAIL # 2 Nail through plastic cement +wh nn required) Eay. Court* MIAMI•DADE COUNTY APPROVED Paddy 10ensuh TII.I fascia Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. • • • . . . • ..• . 1••• • 2. At the second course, apply e.i siiimun•3': E50.8mm0 • x 7" (177.8 mm) x 1" (25.4 ntmj foam paddy onto the underlayment positioned as %iBCvji undertJi • strengthening rib closest to tine averloc1 of the tile .... being set. • . . ..• .. .... • • 3. Continue in same manner. :ns>!lreapproximately 10" (64.5 cm2) - 12 (77.4 cm2)6quace inch $dl1esite • contact with the underside of the:tile. .. . . . . .. • Medium Profile / Double Pan Tile . • 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 . • MIAMI-DADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive coafact •with the underside of the tile. • • ••• ••• • • • • 2. At the second course, applyamisimum 2" 450.8mn,1 x 7" (177.8 mm) x 1" (25.i etim4ifoam t add} onto the underlayment positioned as Shemin under tle pan portion of the tile closest to VC byerlocicit?Ptt tile being set. • . . 3. Continue in same manner. 1nsuve approrirnaotoly 17'P (109.7 cm2) - 19 (122.6 cn12sti4re inc1Zidtesive 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 • 1 • MIAMI•DADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL # 3 Flat/Law Profile Tile Medium Prolll1Tlle 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expoded kdhesive from blocking the weep.•hole!. Insure"' • approximately 17-23 in2;t09.7-148.4 atn)•of adhesive contact with the u4agrside 011ie tile • •.••• . . • • • • . 2. Apply a4" (101.6mm)4.F1r01.6n}x� "(25.4:..• mm) foam paddy onto t+ie unrrerlaymentkjust below.... the second course line ads'1tned foam paddy • under the strengthening rib fot flat tjle,QCunder f • • • • pan portion of the tile, elosest•to the underlock ft • the second course tile to to installeck •insure • • approximately 8-9 in2 (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) High Profile Tile MIAMI-DADE COUNTY APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile • surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first couiitvf tile. Install second course of t4, Imsi re appfd&i?nately • • .. * . 9 (58.1 cm2) - 11 (71 cm2) SQu� inch adhe�i've • contact with the undersicla.oi:tlle tile at tTie overlap • • • • and 7 (45.2 cm2) - 9 (58.1 i . ) square inch .....: adhesive contact with the underside ortri8 tfle at • the head of the tile. Confine f� same masixier.• • •.•..• • • • • • • • •. • •• • •••• • • • •.••.• • •• • • • • •..••. • • • 000000 • • ••.•.. • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. in. in contact with the pan tile. 21 Turn covers upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area. Underlayment Eave dosure (motar shown) Weephole Fascia Board Steep pitch applications (when required) Sheathing Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile MIAMI•DADE COUNTY APPROVED 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 underlarent positivrlecf :9 shown under two adjacerilpali tiles. Swat rt eave •' •:' tiles from rocking until•ljsive has aiclance to • cure. • • • •••e•• 2. Continue in same manner bringing two pan courses up toward theAd ,ei;nsure• • • • • • approximately 65 (41 i41.c 2.) — 70 (nT6 cm2) • • • •; • square inch adhesive oont?cCwith the underside • . of the pan tile. • ' • • • • • • • • • • •• . •e •• •••••• 3. Turn covers upside down exposing Ike underside •of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. • ••e••• • • •••••• • • ••••• • • ••e•. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 SECTION 1524 HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS •.•. • •••.•' 1524.1 Scope: As it pertains to the section, it is the responsibility of roofing contractor te•proside the o+w�r with • • • the required roofing permit, and to explain to the owner the content of the section. The'tfr8 itbns of•ae:c4ion R4462...;. govern the minimum requirements and standards of the industry for roofing system insiillayiofis. Additionally, the '••. following items should be addressed as part of the agreement between the owner ant t...... ttracto •The:owner"$ • initial in the designated space indicates that the item has been explained. .. ........ • • • •• ..•• •••.•• ••.•••• • . • • Dave to . be renailed in accordance with the current provisions of Section R4403. (The qd deck is Usually Renailing wood decks: When replacing roofing, the existing wood r of degtjg• •.•. • • concealed prior to removing the existing roof system). • • •• • .• 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. V) 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 ne -ssary to install overflow scuppers in accordance with the requirements of Sections R4402, R441 . ► • R4413. S Owner/Agent's Signatur --/P. IPV_,...imar Al* tat—el ontractor Signature g2ocww2rnVe Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number DIGDMIG 4225 SW 71 Ave, Miami. FI 33155 Tel: 786-398-9179 Fax: 786-800-2627 al roofinspection(c�gmail.com LAB CERTIFICATION #16-0510.15 SITE SPECIFIC INFORMATION UPLIFT TEST — TAS #106 10/12/2018 Roofing Contractor UNITED CONSTRUCTION Job Address 9300 NW 2 AVENUE MIAMI SHORES FL Owner's Name RAUL PEREZ Type of Tile EAGLE MALIBU Approximate Roof Height 12' feet Roof Pitch 3/12 Approximate Square Footage of Roof 14 ft2 Date Tested 10/11/2018 Contact Name EMILIO Number of Tests 57 Permit # RF-4-18-925 Date Installed Type of Access to Roof LADDER Required Testing Force 35 Lbs Testing Equipment F.G.E.100 Phone # 305-336-6216 LOCATION # OF TEST PASS # OF TEST FAIL Corner 11 Tests 11 Pass Test Fail Perimeter 21 Tests 21 Pass Test Fail Field 14 Tests 14 Pass Test Fail Ridge 11 Tests 11 Pass Test Fail TOTAL 57 Tests 57 Pass o Test 0 Fail IN ACCORDANCftWI RIA ,F PKQTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE O11,N...- REQUIREMEN�S�i p DE CQJJNL-jtDEVIATIONS. THIS REPORT IS NOT GUARANTEED IN CASE OF CASE OF NATURAL DISASTERS. THIS REPORT IT IS NOT VALID FOR INSURANCE CLAIMS. :r' : 0 - try ra . "" ✓ YG PE67411'dt11"t\ . Job Address 9300 NW 2 AVENUE MIAMI SHORES FL Permit Number RF-4-18-925 Roof Drawing 6 53 23 43 45 38 57 7 24 28 5 51 22 44 56 4 21 55 1 14 16 47 2 17 33 3 20 46 37 18 25 2 54 S 26 27 13 12 11 48 32 50 43 31 30 0 52