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RF-18-2525Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit No.: RF-10-18`-3020 Permit iVR Number: 100271 Permit Type: Roof Work classification: Tile/Flat Permit Status:: Approved Issue Date 10/04/2018'1 Expiration:04/01/2019 Location Address Parcel Number 189 NW 102ND ST, Miami Shores, FL 33150 1131010230080 �A Contacts RAFAEL MEDINA Owner CANOPY ROOFING INC Contractor 189 NW 102 ST FEDERICO MARTIN AMBROSINI 15857 SW 60 TER, MIAMI, FL 33193 Business: 7867159110 federico@canopyroofers.com Description: RE -ROOF TILE TO TILE (BARCELONA 900) AND FLAT Valuation: $ 17,000.00 F-162-4949Ins ection Re uests: HOT MOP permit number RF18-2525 Total Sq Feet: 2,100.00 Fees Amount Application Fee - Other $50.00 CCF $10.20 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $3.40 Roofing Fee $250.00 Scanning Fee $12.00 Technology Fee $7.50 Total: $340.60 Payments Amt Paid Total Fees $340.60 Check # 1560 $340.60 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. C_<? "C_ Signature: Owner / Applicant / Agent Date October 04, 2018 Page 2 of 4 w BUILDING PERMIT APPLICATION Miami Shores Village Building Department P 24 08 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 / (_ FBC 20 Master Permit No. & ❑BUILDING ❑ ELECTRIC 0 ROOFING ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS JOB ADDRESS: 189 NW 102 ST Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: 33150 Folio/Parcel#:11-3101-023-0080 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): RAFAEL MEDINA Phone#: Address:189 NW 102 ST City: MIAMI SHORES State: FLORIDA Zip: 33150 Tenant/Lessee Name: Phone#: Email: 3 CONTRACTOR: Company Name: CANOPY ROOFING INC Phone#: 786.315.9110 Address: 15857 SW 60 TER City: MIAMI State: FLORIDA Zip: 33193 Qualifier Name: FEDERICO AMBROSINI Phone#: 786.315.9110 State Certification or Registration #: CCC1331138 Certificate of Competency* DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 17,000.00 Square/Linear Footage of Work: 210nSF Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace Description of Work: RE ROOF TILE TO TILE (BARCELONA 900) AND FLAT HOT MOP ❑ Demolition Specify color of color thru tile: CANYON CLAY Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ Double Fee $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 4 Signature Signatur OWNER or AGENT CONTRACTOR The fo going instr ment was acknowledged beforQe�e this day of VYI i' 20 I O , by 1� YeeACI opersonally known to me or who has produced as identification and who did We an oath. NOTARY PUBLIC: The fo ,going instr en was acknowledged before me this day jof f4p20 1 Q by r►Cm �rV�b rosYQ, who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: a Ca- Sign: Print: c Print: It Seal: �"�"`"' Seal: <""�°"4 VENEICE CAMMOCK os""�`° VENEICE CAMMOCK ••.....•�: :a•• :.• MY COMMISSION # GG 090702 .- MY COMMISSION # GG 090702 EXPIRES: April 15, 2021 'avP EXPIRES: Apri115, 2021 Bonded Thru No Pu ti °F ", Bonded Thru Nola Public v ******* ****************** ***************** APPROVED BY Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Property Search Application - Miami -Dade County Page 1 of 1 . NFICE Summary Report Property Information Folio: 11-3101-023-0080 189 NW 102 ST Property Address: Miami Shores, FL 33150-1231 Owner RAFAEL MEDINA Mailing Address 189 NW 102 ST MIAMI SHORES, FL 33150 PA Primary Zone 0800 SGL FAMILY-1701-1900 SQ 0101 RESIDENTIAL -SINGLE Primary Land Use FAMILY: 1 UNIT Beds / Baths / Half 2 / 1 / 0 Floors 1 Living Units 1 Actual Area 1,956 Sq.Ft 1,936 Sq.Ft 1,866 Sq.Ft 8,025 Sq.Ft 1940 Living Area Adjusted Area Lot Size Year Built Assessment Information Year 2018 $176,539 2017 $176,539 2016 $176,539 Land Value Building Value $143,250 $133,215 $133,493 XF Value $1,320 $1,320 $1,320 Market Value $321,109 $311,074 $311,352 Assessed Value 1 $219,530 $215,015 $210,593 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment Cap Reduction $101,579 $96,059 $100,759 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description BONMAR PK ADD A RE -SUB PB 24-71 W75FT OF LOT 17 18 19 20 BLK 1 LOT SIZE 75.000 X 107 OR 19855-2250 08 2001 1 Generated On : 9/23/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $169,5301 $165,0151 $160,593 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $194,530 $190,0151 $185,593 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $169,530 $165,015 $160,593 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $169,530 $165,0151 $160,593 Sales Information Previous OR Book - Sale PriceOR 01/16/2010 $130,000 27168 2306 08/14/2008 $100 26587- 3973 12/01/2006 $675,000 25705- 2712 05/01/2006 '$534,80020954 0954 Qualification Description Financial inst or "In Lieu of Forclosure" stated Sales which are disqualified as a result of examination of the deed Sales which are qualified Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.govfiinfb/disclaimer.asp %1._; https://www.miamidade.gov/propertysearch/ 9/23/2018 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: RQ Faer Qed i i�j Q Property Address:_ 1 ) q Nu 102 t U tca'NA l -lC) Roofing Permit Number: Dear Building Q-fficial: t --,c L-�k e! Z iz r'�� certify that I am not required to retrofit the roof to wall connections of my building because: dfhe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00, Please attach proof of ad valorem taxation. v 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 sworn, de ses and says that he/qbe is the owner for the above property mentioned. Sworn to and subscribed before me this da of y 24 I k Notary Public, Sate of Florida at Large VENEICE CAMMOCK c,. MY COMMISSION # GG 090702 EXPIRES: April 15, 2021 Bonded Thru Notary Public Underwriters 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 . r* S 001 p ll.! O LC ti Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Master Permit No. Contractor's Name CANOPY ROOFING INC. --- -2s 25 jobAddress 189 NW 102 ST MIAMI SHORES FLORIDA 33150_ ROOF CATEGORY <0-Low Sups � D Mechankmilly Fastened Tile Mortar/Adhom 8st Tlis� ��--++ "PP" 100— o Metal Panel/Shingles a woos MWq-%9§Qie_*_ '4 Shingles Are there ❑ Presarlpthre BURR" 150 Gas Vent Stacks? YesO No)( ROOF TYPE Type: Natural❑ LPGXIQ QCIO New Roof ® Re -Roofing 13 RecoverIM E3 Repair i0alMA►ntNto • , ROOF SYSTEM INFORMATION ,,,, „ ; • • • •; �41 . . .... . .. ..... Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total fSEY • .. .... ..... 1200SF 900SF : • • 2.1:DOSF ; % Sketch Roof Place Illustrate all levels and seadons, roof drains, scuppers, oirdow scuppers and overflow drahm Includedimensions of secdtons and levels, clearly ition1l1. Ahwu udeRns of slaved arassum ziones and location of oaraosbL IOSrN■//■■r ■■■■Ar!■!! ■■/■/■/■!■■■■/■■lrllsls■!/.!r/SONS/!/!■!M!■■!■■!/!■!\r '1!■!r I!r■!C■ IC■::C: IBC..■! :riCCCC IONS!!■ RONSON 1■NN■■■ 1/!11■■! IOOlOSO i■i1OOr IC�'gCCE 1•110 11 E'�11■■r■ C7�Ia 1 1 1.!!l�Ir 1� 1=CNNO■ IL�1lO�C IL•! 1■■■! 1 r■�r■ 1■■ O■ I ■ a ■C ■ ■ on " !/NOON■■/1■■/■Nr/S■■■!■■!■!■ ■■■■■!■■■!!S -` NOUN , CCaCC ■!!�ilN CCl000 ■rO■NN !!!!N � ■NOG■ C�CCC Cra■iaC : r■r!■ C■:�: :17 on ■■�i ► � C ! N ■■■ ■ ■ ■r ■ ■Cl R `�CnA xC!-aKt i�ii�C r■ M COOMNrrN■ ■rOOr !■ OOr C■ CC�1 1�rCOON P7tt�■IIiAA�t[1OI21C1iS;It� �+ O■: OCCC IN ■Oil ■!1' is / call :■.CI ■!■!i INS' ;lr1'', on 1 .,Gall INC /C 1■!cr■ miss Q/O[1 IIN �r 9C�■� ■■nl!■,� �' C`n �1■■r!■l■r■r■'■!N■r■NINr!■■NNC■■Clrr■C■■CC�rl�r�i li■■r■rricjiirr►.lti..�1■sr��Nrl !+ Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Slowed Roof Svstem Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and identity Manufacturer Attachment (If a component is not used, kkwft as'NAJ System Manufacturer GAF Field: �' oc oc � Lap. #Rows 2 � �' Perimeter. 6 • oc @ Lap, # Rows .4,,. @ 6' oc NOA No.: 15-1020.01 Comer. -6-2 or. @ Lap. # Rows 4 a __C22 oc Design Wind Pressures, From RAS 128 or Calculations: Pmax1: -42.8 Pmwa: -71.7 Pmax3: -108.0 Max Design Pressure, From the Specific NOA system: -52.5 Type. PLYWOOD Gaugenbidmess: 5/8 Slope: 1 /4:12 Anchor/Base sheet & No. of PMs): N/A Anchor/BaseN/A Sheet Fastener/Bonding Material: Insulation Base Layer. N/A Base Insulation Size and Thickness: N/A Base Insula N/n Fastener/Bonding Material: Top Insulation Layer. N/A Top Insulation Size and Thickness: N/A Top Insulation Fastener/Bonding Material: NIA Base Sheets) & No. of PV9): #75 1 PLY Base Sheet Fastener/Bonding Material: 1 2.5" R S NAZIS AND TO GAPS Ply Sheets).& No. Of Ply(s): RUBEROID 20 SMOOTH. 1 PLY Ply Sheet Fastener/Bonding Material: APPROVFD ASPHAL T Top Ply: Mineral Surfaced Cap Sheet Top PIy Fastener/ Bondi n� Material: APPROVED ASPHALT Surfacing: N/A Number of Fasteners Per Insulation Board Field N/A Perimeter N/A Comer N/A Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. ip,4(cate: Mean Roof Height, P2irapBt. Height! • • • Height of Base Flashing, Compohent Material, • • • • Material Thicimess, Fastener TIM• Fastener* • • Spacing or Submit Manufacturers•Beiails that • Comply with RAS 111 and Chaptpr 46! • • • • • ...... •••• • • •• •• • • Fr. .. • . Parapet Helaht ONE PLY OF MINERAL SURFACED CAP SHEET HOT MOPPED 3X3 26 GAUGE GALV PRIMED F1r. g' 5/8" PLYWOOD Mean Roof 1DECKPLY � CAPPED TO ROOF Height SING 1I25" R S P 1 PLY OF RUBEROID 20 HOT MOPPED t Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: BORAL ROOFING, LLC Notice of Acceptance Number: 18-0509.15 Minimum Design Wind Pressures, ff Applicable (From RAS 127 or Calculations): PI: -39.1 P2: - 8�,1_ P3: -Inn 7 Maximum Design Pressure From the NOA Specific System ' N/A Method of the attachment: ICP ADHESIVES POLYSET AH-1&�}j2�ADD=fir Ls WOOD Slowed Roof Svstem DescrlDtii;u... 5/8" PLYWOOD Undedayment: Roof Slope: 3 :12 Ridge Ventilation? N/A Mean Roof Height: 12' N/A w . . 226 TYPE II #30 1 PLIES N/A Type S Spacing: 1.25" R.S. NAILS AND TIN CAPS 12" O.C. @ FIELDS 6" O.C. @ LAPS ie81Ve Type BORAL TILE SEAL ype Cap Sheet: N/A OOf Covering: BARCELONA 900 CONCRETE ROOF TILE Type & Size Drip dge: 3X3 26 GAUGE GALV. .. Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based thle s ystems, choose elther Method 1 or 2. Compared the values for M, wlth the values from Alf. U the Mt values are greater than or equd to the Mr values, for each area of the roof, then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (PI: -39.1 = )ti 0.301 s 11.76911 _Mg: 7.00 .. K, 4.7691 NOA R* 29•3 (ps: -68.1 = ;L 0.301 0 20.4981 _ M8" 7.00 — NW13.4981 NOA Mt 29.3 (p3: -100.7 I 0.301 30.31 1 _ Mg: 7.00 23.3107 NOA A* 29.3 Method 2 "ShmpUf ed Tile Calculation Per Table Below" Required Moment of Resistance QQ From Table Below NOA Zl* ...... • 0000 M, Required Moment Resistance* : . ". Mom Roof Height Roof Slops IV 20' 2V 0 • • • .3Y 04W ::.,Is . . . • ... .. ... 30. :o*41A A •301 :12 , o . . • *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 the systems use Method 3. Compared the values for F' with the values for Fr. N the F' values are greater than or equal to the F, values, for each area -of the rood then the tile attachment method Is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pt : ` = l: - _ = w: _ _a - W: _ z cos B: _._._ = Frj: NOA F', (Pz : :1: - _ z w: - `) — W: z cos 9: ` = Fr2: NOA F', (P$: z l: _ — z w: _ ___j - W: z cds B: _ = F,s: NOA F', Where to Obtain Information Description S bol Where to find De+sigaF naaw Pl or orP3 RAS 127 Table 1 orbyan by PS =ASCB 7 Mean Roof HeWd H Job She Roof Slope a Job Sine NOA Redmft Mamwt due fo q NOA Att ebuieat Reammnc e K NOA Rewired Moment ReWftnq M: Calculated hfinknom Attacbmud Faunae F NOA ReaZ G;; Fr CaLmleed AympTikyd W NOA w! wkbh NOA All whist ow must be submitted to the Bail i at tmce of iMIAM MGM- DARE COUNTY ® PRODUCT CONTROL SECTION 11805 Sw 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RMOURCES (RER) Miaa:i, Florida 33173-2474 BOARD AND CODE ABAGN19MATION DIVISION T (786)31S-2S90 F (786) 313-2599 NOTICE OF ACCEPTANCE (NO_ A) _ GAF 1 Canpus Drive Parsippany, NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The doamrerrta I submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Juriadiction.(AHJ). 090* This NOA shall not be valid aft the expiration date stated below. The Miami -Dade County Produc t...' . ...... Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami be& County) .. . ' reserve the right to have this product or material tested for quality assurance purposes.•Ifthis producler 0 • • • • : • material fails to perform in the accepted manner, the msnufaclurer will mcur the experrOtsuch testing :....: and the AHJ may rely revoke, modify, or suspend the use of such product orAdtb W with. • their jurisdiction. RER reserves the right to revoke this acceptance, if it is determinedb%ilGiiami-l?add • • • : • • . County Product Control Section that this product or material fails to meet the of the ..:. �' ...... applicable building code. ...... . This product is approved as described herein, and has been designed to comply with the Fid ida Bpilti jrlg • • • • : • Code including the. High Velocity Hurricane Zone of the Florida Building Code. . :..'' : ' .. :.... DESCRIPTION: GAF Ruberoide Modified Bitumen Roof System for Rood Decks. 000 * • LABELING: Each unit shall bear a.permanent label with the manufacturees 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 time 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 them has been a revision or change in the materials use, and/or manufact r+e of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising our 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 MianuDade County, Florida, and followed by the expiration date maybe 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 usaur by the manor or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.14-1030.02 and consists of pages M through 67. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.:15.1020.01 Expiration Date: 11/06/18 Approval Date: OWN18 Page 1 of 67 Membrane Types SBS/SBS Cold Applied Deck Type 1: W on -insulate Deelk Description: Min.19/32" or greater plywood or wood plank sec urW 6 in. o.c. with 8d ring shank nails to supports spaced 24 in. o.c. max. System Type E(1): Anchor sheet is mechanically attached to roof deck. (Non hmdated systems) All General and System Limitations shall apply. Fire Barrier: Fire0e Fire Barrier Coating, VersaShiel& Fire -Resistant Roof Deck Protection, (optional) Versa3hield* Solo"' Fire -Resistant Slip Shoot, DensDecka Roof Board, SECUROCK* Gypsums -Fiber Roof Board, or SECUROCK Glass -Mat Roof Board. Base sheet: GAFGLAS* #80 Ultimo "Base Sheet, GAFGLAS* Stratervenle' Nailable Venting Base Sheet, Rube+oid* 20 Smooth, Ruberoid° HW Smooth or Ruberoide HW 25 Smooth base sheet mechanically fastened to deck as described below: . • • • • . . . .... ...... Fastening. GAFGLAS* Ply 4, Tri-W Ply 4 Ply Sheet, GAFGLAS* Flwdhyv'6, t3AFQLW. Option #1: #75 Base Sheet, Tri-Plye #75 Base Sheri or any of above base NI I I 0'ftwhed-tb- deck with approved annular ring shank nails and tin cape at a fa§MW spacing of 9" :.... o.c. at the lap staggered and in two rows 12" o.c. in the field �' ' • " (Maxr inum Design Prawn -15 pgV. See Gomel Lha tadon #7�• • • • • • • • • • . .... .... ..... Fastening GAFM AS* Ply 4, Triply* Ply 4 Ply Sheet, GAFGLAS* F1exPl -6, GAFG1JWe • • • •; • Option #2: #75 Base Sheet, Tri Ply° #75 Base Sheet or any of above base Oft0f4tached, too • . deck with Drill -Tee"` #12 Fastener or Df&Tee #14 Fastener Ind Drll1-Te6. ".3 ::. •' •' • • Steel Plate, Drill -Tee•" AccuTrac* Flat Plate or Drill -Ted" AccnTrw%Rwe&;ed :.... : Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. Tim other ruws do • equally spaced approximately 12" o.c. in the field of the sheet. (MWd"um Data Prasure-45pvr. See Gmer l L"Nadan #� Fastening GAFGLAS* FlexPIr 6, GAFGLAS* #75 Base Sheet, TriPlyo #75 Base Sheet or Option #3: any of above base sheets attached to de k w 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. (Maxhaum DteRs Prawn 52.5pgf. See Gaerd L&Wadon 0 Fastening GAFGLAS* #80 UWma7 Base Sheet, Ruberoid* 20 Smooth, Ruberoids Mop Option #4: 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 (Maxba+um Design Pmasuse -60 psf. Set General LbnlWen #7) Fastening GAFGLAS* #75 Base Sheet, TriPly* #75 Base Sheet or any of above base sheets Option 05: attached to deck with Drill -Ter"' #12 Fastener or Drill -Ter"` #14 Fastener and Drill - Tie 3" Steel Plate, Drill-Tec"' AccuTrace Flat Plate or Drill -Tee AccuTrIle Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced fly 9" o.c: in the field of the sheet. (Maximum Design Poem we -60 psf. Sae GenmW L/miNdon 07) Fastening Any of above base sheds attached to deck approved annular ring shank nails and 3" Option 06: inverted Drill -Tor insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field (lilaodmm Design Pyre -M psf.' Sex General LimAid(Am #n NOA No.:15-1AZ0:01 Expiration Date: 1VOW8 Approval Date: W15/18 Paso 31 of 67 Fastening GAFGLAS° #75 Base Sheet, Tri-Ply° #75 Base Sheet or any of above base sheets Option #7: attached to deck with Drill-Tec"' # 12 Fastener or Drill -Tee # 14 Fastener and Drill - Tee 3" Steel Plate, Drill=Ted" AccuTrae° Flat Plate or Drill -Ted" AccuTracm 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. W Dt*w Pne�me —75pf.. Set Gewerd LbidtWkx #7) Ply Sheet: (Optional) or more plies OAFOLAS° Ply 4, Tri-Ply° Ply 4 Ply Sheet, ° FleecPly'" 6, GAFOLAS° #80 Ultime7 Base Sheet, Ruberoid° Mop Smooth, Ruberoid° Mop Smooth 1.5, Ruberoid° Mop Plus Smooth or Ruberoida 20 Smooth sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bsJsq. Membrane: One or more plies of Ruberoid° Mop Smooth, Ruberoide Mop Smooth 1.5, Ruberoid° Mop Phu Smooth, Ruberoe Mop Granule FR, Ruberoid°Mop Granule, rtyberoide` TriPly° SBS Granule Cap Sheet, hftc Flex PRF, , Ruberoid°Mop Plus GranulN. ..-.--- ► 20 Smote. Rubemid° 30 Granule, Rubemid° ; 30 Granule FR, Ruberoid° 30 Granule FR, Ruberoid° 30 Plus Granule FR, 6idq 1449p . Plus Granule FR in adhered in a full mopping of appsaved HA t Vptied withiffthe EVT range and at a rate of 20.401bs7sq. • • • • • • • Or .... .. One or more plies of Ruberoid° Mop Smooth, Rubeeroid° Mop Smoot 1.5, Ruberoid° Mop Plus Smooth, Ruberoid° Mop Granule, Tri-Ply yR �S��3ranutp�� Sheet, Inter Flex PRF, , Ruberoid° Mop Granule FR, Rubm*#.'* pp Plus Granule, Ruberoid°. 20 Smooth, Ruberoid° 30 Granule, Rnberoiil° Ene*r wCar 30 Granule FR, Ruberoid° 30 Granule FR, Ruberoid° 30 Plus Granule M or ; • • • • • Ruberoide' Mop Plus Granule FR adhered in Matrix7u 102 SBS keA*;ane AdImpm at an application rate of 1-2 galJsq. • • • Surtadng: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instrue tions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 4001bsJsq. and 300 lbsJaq. respectively in a flood coat of Approved asphalt at 60 lbsJsq. GAFGLAS° Mineral -Surfaced 22 Sheet, Tri-Ply° BUR Granule Cap Sheet or( -Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. 3. TOPCOAT° Surface Seal SB or United Coatings'" Surface Seal SB Roof Coating applied in one or more coats at a minimum rate of 1.0 gdJsq. per coat. OR TOPCOAT° MB Plus or United Costings'" Roof Mate MB Plus Coating applied at a minimum rate of 1.0 galJsq.(to be used as a primer) followed by TOPCOAT° Membrane or United Coalinga'" Roof Mate TCM Coating applied in one or more costs at a minimum rate of 1.0 galJsq. per coat. 4. Fiber Aluminum Roof Coaling Maximum Design Pressure: See Fastening Options NOA No.:15-10Z0.01 ERdratkn Date: 1VO6119 Approval Date: 0?lMS Pale 52 067 WOOD DEcx Mum Luwmiow 1 A slip sheet is required with GAFGLASo Ply 4 and GAFGLASe F1euPly'" 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/" DensDW Roof Board or W Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this ; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Wsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sues are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be V x 4' maximirm ` • • • 4. An overlay and/or recovery board insulation panel is required on all application$ oval closed cW foam insulations when the base sheet is Hilly mopped. If no recovery board is use'dthe%ase Awd shall be appliod using spot mopping with approved asphalt, 12" diameter circl0% �?,4;'.o c.; or scrig mopped 8" ribbons in three rows, one at each side lap and one down the center oC meet aupwipg a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" b 'shall Oe ' . placed every 12' in each ribbon to allow cross ventilation. Asphalt application ofisi w system4kali be at a minimum rate of 12 lbsJsq. Note: Spot attaebed systems shall be Hnd*4 io a msx16m dedga pressure of 45 psL • • • • • • • S. Fastener spacing for insulation attachment is based on a Minimum Characterlstit Force (F) Alvn bf 275 lbf., as tested it% c omplimwe with Testing Application Standard TAS 105. It" iastener'value, as field4tested, are below 275 lbf. insulation attachment shall not be acceptable. • • . • • . • . 6. Fastener spacing for mechanical attachment of anchmUse sheet or membrane attachment a $wand on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system.. Should the firatener 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 shallutilize the withdrawal resistance value tdm 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 Usaftedon is specifically referred within dds NOA, Genera! Limitation #9 wID not be applicable.) S. All attachment and sizing of perimeter milers, metal proSle, 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 llmitadon Is spedeedlg referred within this NOA, General Limitation #7 wM not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61020-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE � NOA No.: 15-1020.01 ZxpiMbn Date: 11106/18 Approval Date: 0211SIS Page 67 of 67 TGFU.R1306 - Roofing SyMenis Page 5 of 48 rb 2hw pa G3 OGC" ®a adhered uith I�ro Amp hear or'Trl-Ply ► Oink Qsmile Cap Sheet' or IGAFGLAs40 rxnr�p- ee.tlnS (opdo wol)a —'United Coatings"' TOPCOATS EnergyCote"' Roof Coating" or "TOPCOATS NO Plus Coating" or "United Coatings- Roof Mate NO Pis Roof Cost1W applied at a rate of 2-gNJ100-R.2. 16. Dodo MC Incsnas 1/2 hwulavon (opa admit — Any #ddmdsss perfi[e or wood fiber or glass fiber or polylsocyanu rate, mechanically fasiusned or aMered with "LAF Adhesive NO or'TPO LRF Adhesive M Low Temp" or ONG Inc. •oybond Foaming Systam', applied as a nominal 3/44n, bead or 'GAF 2-Part Roofing Adhesive, applied as a nominal 2-1/2 In. bead with a nmd mum on -center spacing of 124n. or any UL classified Insulation adhesive, applied per the menuf burses Installation Inssxuctlorm Bab Shoo — One ply Type 62 'GAFGLASS #75 Base Sheer or "TH-Ply® #75 Baas Shaer or "GAFGLASq *80 Uwma'" Base Sheet", mechanically Ibatened. Ply aimed — One or two pMas Type G1 'GAFGL1sS Ply 4' or "T44*0 4" or "GAFGLASS Flog -Ply"' 6' or Type 62 "GAFGIAS® #75 Base Sheer or 11`64 yS #75 Bade Sheet' or'GAFOLASO #80 Ultlme"I Ones Shear, fully adhered with hot roofing asphalt �show — Type G3 "GAFGLAS® Mineral Surfaced Cap sheet' or'ntt-.PIyS OUR Granule Cap �', My adhered with hot roofing olL r m *1 01— "United Costfngs"' TOPCOATS E wriCote"' Roof Coating" or "TDPOOAT® MB Phis Coating" or "United Coatings- Roof Mate NO PCs Coating' applied at a rate of 2-goV10040. 17. Declo C-15/32. Iraillo s 1/2 lasulWon (Opdowd)s — My thkknas pdrrike or wood fiber or glass fiber or poylaocyarturate medanlally fastened or adhered with ONG Inc. "Oyeond Footening. System' or arty UL Classified insulation adhe". Bssrlet Board-. — Minimum 1/". thick Georgle Podlfc Gypsum ITC "DeraOs" Roofboard" or "Dmd)e" Pr.-ba7n^a°Roo�fpp;r�#or• "Derd(Type WOPM or OSECU OW Glosop-Mot Rnol who or rrdrhi M 1/4-Ns. nick Untied States Gypsumaimed w �� Pri IV =or •$ECUROCIC® fSawNat Roof Board' (Type SCiMRX) mechanically faderned or adhered with ONG fie Ing any M Classif ed Insulation adhaw" with butt Oft o the barrier bard products staggered a minimum of 6-In. now SWO — One py Type 02'GAFQAM #75 Base Sheet• or "Tt1-Ply #75 Bab Shoor or "GAFGLASS INq Mma"' Bo*Sh&e, medlamially fastened. 660069 • fly abaft — one or two piles Type G1 'GAFGIJISS Ply 4' or "Td-Ply 4" or'GAF6LA6S Plait Ply 6' or Type G2 "GAFGIJISS #75 Bad Sheer or "M-Ply *75 Baser Sheer or "GAFMASS #80 Mime"' Base Sheet', fully adhered with hot roofirlp • • • Cap Shaft — Type 03 "OAFGLASS Mineral Suncced Cap Shear or "M-PIyS OUR Granule Cap Owe, bolt adhered with clot molkig asphalt. CoMW. — "United Costings"' TOPCOATS ErarpyCots"' Roof Coating' or "TOPCOATS NO Plus Coating" drain Co&tinWXaVMM NO Plus Coating' applied at a rate of 2-04100-R.2. • • • • lose* 18. Dacia MC •••••• Iaasiatldat (OpMoml)t — Any thi imoss perft or wood fiber or glass fiber or polylaodyanurate, mechanialy f>Ntemed or WrM91 h RAF Adhesive NO or "TPO LRF AdOadve M Low TOW or ONG fie.'ONbond Fina— g System", applied are narrow 3/4-In. bead or "GAF 2-Part Roofing AdhWW, appilad as a nondnsi 21/2.4n, bead with a mabsrmin on-conter spelling or IPM. or Lissy UL t�dtr "• Insulator adhsulva, applied por the manufacture ft InstaWtlon Inc ructlons. • • • Dials shoo - One ply "GAFGtASS SerataverhtS Palbrated Veinting Baser Shear, loose laid or Type G2 "GAFGLASS #75 Base Sheet' or Mi-Ply #75 Base Shaer or'GAFG ASS #80 Uftlms' Base Sheer, fully adhered with het roofing asphalt. Ply Bhertb — one or two piles IRUSEROIDO No Smooth' or'RUBEROIDS Mop Smooth 1.5' or'RUBEROID® Mop Plus Smooth' or •RUBEROIDS 20 Smooth','Rubwdit 20 Plus Smooth" or "RUM3tOM* MW 25 Smooth', fully adhered with hot rooling asphalt Maarbraaas—'GAFGLASS Mineral Surfaced Cap Sheet" or "rA-PlyS OUR Granule Cap Sheer, lily adhered with hot roofing asphal :. Ist — " nRed Coatings" TOPCOATS CnnerpyCote"' Rod Costing' or'TOPCOATS NO Plus Costing' or *United CostlngaTM Roof Nate MB Plus Roof Coating' applied at a rate or 2-1plJloo-R.=. > cam 1 19. Deco C-15/32 MoclikMAN 1 J=dwdmn (opdonal)t — Any ttdd mm pwft or wood fiber or glass fiber or polylsocyanuraq mechanically fastened er adhered with ONG Ina, "dyOond FasterMg System' or any UL ClasnMed Insulation adhesive. saddler Doadl — Minimum 1/44,. thick GoorgM-Pacific Gypsum LLC'DwwDo*G Roolbowd" or "DansDa" Prime Rodboard" or 'DensDedkS Dureauard"' Roofboerd" or minimum 1/4-In. thick Untied States Gypsum Co. "SECUROCK6 Rod Board' (Type FRX-G) or "SECUROCKS ekag, Mat Roof Board" (type SGMRX) mechanically fastened or adhered with ONG Inc. "Oyeond Fastening System" or any UL cloodfled Insulation adhesive with butt joints In the barrier bard products daggered a minimum of 6-In. from plywood deck joists. Bela MWO — One ply TAFGLAS40 Stratave" Hal" Venting Base Shaer or "GAFGLASS StretsventS Pefatbed Venting Base Sheer, loose kid or Type G2 'GAFQASS #75 Base Shoat or'TH-Ply #75 Buso Shoat or'GAFGLASS 080 Ulfdma"' One Sheer, fully ad m with but roofing asphalt. Ply sheen — one or two ppoa'RUBEROIDS Mop Smooth' or'RUSEROIDS Mop Plus Smooth" Ad ly adhered with hot roofing asphalt. Me mbrnses — "GAFGLASS Mineral Surfaced Cap sheer or "Tri-l" OUR Granule Cap ` ', fully adhered with hot roofing sophWIL Co~ —' nod Cootingom TOPCOATS lbnerpyCotel" Roof Canting" or'TOPOOATS MB Plus Coating' or Ridted Costing:"' Roof Mate Md plus Root Coating' oWled at a rats of 2-9a14100-It.=. 20. Cr15/32 IrldJaas 1 Osea M www — Ome r Type G2'GAFGLASS #75 Base Sheer or "T04 "#75 Bee Sheer mechanically fsen ted. sine btlon .(Optlonalj — Any thidmoss or combination: p•riftwor wood Aber or glass Mar or poMomyonurete, nod NY f"tona0 or hot a oppe or adhered with OHS Inc. 'Olybond Faster" System' or any UL Classdled In ulatson adhesive. Bab lho M — Ome er more plo "RlfaMM0 20 SrnoW, %6erokW 20 Iris» smooth• or1RUBER=6 MW 25 Smooth', Cop — Type 03� M�pnwW Surfaced Cup Sheer or *M-I" BUR Granule Cap Steer or "GAFGLASS EnargyCap"' 'C M ineraasuhf oed Cop Sliest". 21. Dodo MC Inclines 2 Do Isr Mond (Opda adM)t — One or more layers minimum 1/44n. thick Gdwrgla-PacMk Gypsum LLC'OeraadkS Roofboard" or "DeraDe" Prime Roofboard' or 1DwwOedk® OursGuard"' Roofboard" or mihimsn 1/4-In. ddck United states Gypsum Co. 'SOCUROCKS Rod Board' CIYpa FRX-M or "SECUROCK0 Glass -Mat Roof Board' (Type SGM 1W. http://dateban.ui.com/cgi bin/xwhempiatelLIsmilFRAmFishowpage.htmi?mme-T... 4/10/2019 MIAMFOIADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Conti of Section • • • • • (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve fbAfi;Zt to hgv;�;is • • product or material tested for quality assurance purposes. If this product or material fails to Wfaw in tRe accepted e e e e % manner, the manufacturer will incur the expense of such testing and the AHJ may immediately;evoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the rigY416Yeyoke ttis acceptance, • if it is determined by Miami -Dade County Product Control Section that this product or materlgrfails to theef the • •: • •. requirements of the applicable building code. • • • • • • • • • • • • • • • This product is approved as described herein and has been designed to comply with the F1 • • • • ildin• C •de • • • •' • P PP P Y gtid4 B�' g Q including the High Velocity Hurricane Zone of the Florida Building Code. ....:. DESCRIPTION: Barcelona 900 Concrete Roof Tile • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.16-0711.01 and consists of pages 1 through 7. The submitted documentation was reviewed by Freddy Semino 0 NOA No.: 18-0509.15 Expiration Date: 04/26/22 Approval Date: 06/28/18 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Cateaory Roofing Sub-Cateaorv: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Barcelona 900 Dimensions Length = 17" Width = 13" %2" thick Test Specifications TAS 112 Type — 1 a Trim Pieces Length: varies TAS-112 Width: varies varying thickness 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name ICP Adhesives Polyset® AH-160 TILE BONDT'M Roof Tile Adhesive Product Description Two component polyurethane foam adhesive. Single component polyurethane foam roof tile adhesive. DAP Foam Touch N Seal Two component polyurethane StormBond® 2 Roof Tile Adhesive foam adhesive. 2.2 MANUFACTURING LOCATION 2.2.1. Lake Wales, FL Product 0000 Descr' tion 0 o o o o ...... High profile, interloc'ltmgo one-Aece,''S' shaped,'. high-pressure extru�lg4�p crete roof tile equipped with three naU holes. Fpr cjjrect deW..; or battened nail-on,'meekanicall j fastened, ..... mortar set or adhesiwtsot,eapplicativw. 00000 .. .. .... 000000 Accessory trim, booistelT3arcelona, concrete '. . . . ...... roof pieces for use t hips, rake$ ages and : valley terminationslivadufacturecL foreach tip'.. •; profile. ' Manufacturer (With Current NOA) ICP Adhesives and Sealants, Inc. The Dow Chemical Company DAP Foam Inc. NOA No.: 18-0509.15 Expiration Date: 04/26/22 Approval Date: 06/28/18 Page 2 of 8 2.3 SUBMITTED EVIDENCE: Test Aaency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) • • • • Redland Technologies P0631-01 Wind Tunnel:'esl ft ..Idly 1994 • • •: • TAS 108 (Morfa'r Ser) ...... .". '. .... ..... Professional Service Industries, Inc. IC-1320-94 Physical Propepgos, Feb. 199; 000000 TAS 11x•••• ;•o •• e• The Center for Applied Engineering, Inc. 25-7688-3 TAS 101 (Adhe�iYe et) •Ztlge 199;, 0 00 • 25-7688-10 TAS 101 (MortarSel) ..: July 1996..... The Center for Applied Engineering, Inc. 25-7688-5 Static Uplift Mai � June 1996� � * ; TAS 112 ;••••• 0 • (3" Headlap, Nd11%I)iject .. . ;""; Deck, New Construction) ' ..' .' The Center for Applied Engineering, Inc. 25-7688-4 Static Uplift Testing June 1996 TAS 102 (4" Headlap, Nails, Clips) Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998 Testing Services 520191-2-1 TAS 101 March 1999 Walker Engineering, Inc. Calculations Aerodynamic Multiplier 09/01/16 Walker Engineering, Inc. Evaluation Restoring Moments Due to 09/01/16 Calculations Gravity American Test Lab of South Florida RT0617.03-16 TAS 112 06/29/16 PRI Construction Materials Technologies COPO-002-02-10 Static Uplift Testing 10/12/2016 TAS 101 (Adhesive Set) PRI Construction Materials Technologies COPO-002-02-02 Static Uplift Testing 10/12/2016 TAS 101 (Adhesive Set) PRI Construction Materials Technologies COPO-002-02-01 Static Uplift Testing 10/12/2016 TAS 101 (Adhesive Set) NOA No.: 18-0509.15 MIAMFDADE COUNTY Expiration Date: 04/26/22 Approval Date: 06/28/18 Page 3 of 8 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may require, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Department of Regulatory and Economic Development — Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. . . .... ...... 4. INSTALLATION • 4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strif ccm�liance klfh Roof"e c Application Standard RAS 118, RAS 119, and RAS 120. . * * * 0 4.2 Data For Attachment Calculations • .. ..... .... . ...... .... Table 1: Average Weight (W) and Dimensions (I x w )� �: : • Tile Profile Weight-W (lbf) 1 Length -I (ft) WiYrift ) Barcelona 900 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - A (ft3) Tile Profile A (ft3) Batten Application A (ft3) Direct Deck Application Barcelona 900 0.286 0.301 Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Barcelona 900 Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.19 7.07 6.19 7.00 6.19 6.90 6.06 6.76 1 5.92 6.60 5.76 6.42 NOA No.: 18-0509.15 Expiration Date: 04/26/22 Approval Date: 06/28/18 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Attached Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 16/32" (min. 19132" plywood) plywood) Barcelona 900 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank 5.1 6.8 2.8 Nail 2-10d Smooth or Screw Shank 6.9 9.2 • • • • 7.3 Nails •••• •••• 1 #8 Screw 20.7 20.7' . • • 8.1 • 2 #8 Screw 43.2 ' ' 29.8 1-10d Smooth or Screw Shank 23.1 •19.0 ; • • • Nail Field Clip) '....' '..' .... 1-10d Smooth or Screw Shank 29.3 •29+3 • 0••24.0 • • • • Nail Eave Clip) • • • • • • • • • • • 2-10d Smooth or Screw Shank 27.6 :29.e: 38.6 ' Nails Field Clip) 2-10d Smooth or Screw Shank 38.1 ��1; • • • 41.8 ; • • • Nails Eave Clip)..'.' Table 5: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Attached Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 16/32" (min. 19/32" plywood) plywood) Barcelona 900 2-10d Ring Shank Nails' 33.1 48.1 45.2 1 Installation with a 4" the headlap and fasteners are located a min. of 21/" from head of tile. NOA No.: 18-0509.15 MIAMMADE COUNTY Expiration Date: 04/26/22 Approval Date: 06/28/18 Page 5 of 8 Table 6: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Paddy Adhesive' Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barcelona 900 Tile BondTM'One Component Roof Tile Adhesive 29.32 ICP Adhesives Polyset® AH-160 two -component foam 29.33 DAP Foam Touch N Seal StormBond(& 2 Roof Tile Adhesive 664 1 See manufactures component approval for installation requirements. 2 TILE BONDTM Roof Tile Adhesive; Average weight per paddy 10.7 grams. 3 ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160; Average weight per paddy 8 grams. 4 DAP Foam Touch N Seal Storm Bond® Roof Tile Adhesive Two -Component; Average weight per paddy 8 grams. . . .... ...... Table 7: Attachment Resistance Expressed as a Moment - K rFWHO) ' •:. • • ... for Single Paddy Adhesive Set Systems •••�•• • Tile Profile Tile Application *M!s ifnum AttaCfimerd.. • • . • • • •Resistance • •: . Barcelona 900 ICP Adhesives Polyset® AH-160 two -component foam • • 6 ICP Adhesives Polyset® AH-160 two -component foam 38.7 6. .. • DAP Foam Touch N Seal Storm Bond®2 : .•. i ' :.. DAP Foam Touch N Seal Storm Bond® 2i i • • • 5 Large paddy placement of 63 grams 6 Medium addy placement of 24 grams 7 Medium paddy placement of 30 grams 8 Large paddy placement of 60 grams Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Barcelona 900 Mortar Set9 24.5 9 Seespecific mortar manufacturers Notice of Acceptance NOA No.: 18-0509.15 Expiration Date: 04/26/22 Approval Date: 06/28/18 Page 6 of 8 5. LABELING 6. 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR BARCELONA 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE BUILDING PERMIT REQUIREMENTS • • • • • • 6.1 Application for building shall be accompanied by copies of the followinj•.• • • • • • Permit .. 6.1.1 This Notice Acceptance. ' of ...... .... ...... 6.1.2 Any other documents required by the Building Official or applicable baild; code in order to • evaluate the installation of this system. • • • • • • • properly .... . .. ..... ...... .... ..... NOA No.: 18-0509.15 Expiration Date: 04/26/22 Approval Date: 06/28/18 Page 7 of 8 PROFILE DRAWING NAIL HOLES UNDERLOCK '�— - /ERLOCK 3 5/8 " 13" ...... ...... .... ..... .. .. .... ...... . . . . ...... BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 18-0509.15 Expiration Date: 04/26/22 Approval Date: 06/28/18 Page 8 of 8 IV MIMI®QADE � MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamiaade.gov/economy Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Col>rtrel•Sectioa• • • • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve &C right to 14tvp4t4s • • .. . ... ...... product or material tested for quality assurance purposes. If this product or material fails to .per%t!m in th� accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately e woke, modify, or : • • • • suspend the use of such product or material within their jurisdiction. RER reserves the right tp•reVoke tpi!?4gdeptan�e,• • • if it is determined by Miami -Dade County Product Control Section that this product or materiaLfails to meet the ..:..' requirements of the applicable building code. • This product is approved as described herein, and has been designed to comply with the Fhod4 Wilding Cade • • including the High Velocity Hurricane Zone of the Florida Building Code. :...0 0 DESCRIPTION: BORAL TileSeal • 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 new NOA consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Product Dimensions BORAL TileSeal 36" x 36' rolls 36" x 72' rolls Boral Citadel Plus 36" x 72' rolls MANUFACTURIGN LOCATION: 1. Brentwood, NH. 2. Houston, TX. EVIDENCE SUBMITTED: Test Agency PRI Construction Materials Technologies, LLC. Trinity ERD Test Product Specification Description TAS 103 SBS self -adhering asphalt sheet material with a ASTM D1970 white glass re -enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. ASTM D1970 Test Identifier OCF-356-02-04 OCF-356-02-02 OCF-3 56-02-01 OCF-424-02-04 OCF-424-02-01 OCF-424-02-03 BRLRF-SC 16810.11.17 SBS self -adhering asphalt sheet maser+al with a poly film -facer; for ule a%e jnid-pTp anderlaynretrt•; • in sloped roof assembIM. ...... ' .... ...... .... ...... .. .. . . . .. ..... .... ..... .... ...... . . ...... Test Name/Repont. • .. . Date : • • �: ASTM D1623 �• t/25/18 TAS 103 07/24/1.8 ASTM D1970 07/26/18 ASTM D1623 07/25/18 ASTM D1970 07/25/18 TAS 103 07/25/18 ASTM D 1876 11/28/17 NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 2 of 4 r1a APPROVED ASSEMBLIES: Deck Type 1: Wood, non -insulated Deck Description: 15/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D226 Type 11 or ASTM D2626 with a minimum 4" head lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Ply Sheet Apply one layer of Boral Citadel Plus over Base sheet as per current approval. (Optional): Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3" head lap and minimum 6" end lap. Place the first course of membrane parallel to the eave, rolliagthe membrane to obtain maximum contact. Remove the release membrane as the membrane is • • • • • • applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acgeptable. All". end laps and laps without black selvage area shall be sealed under tip iagi'hg an SIN 4nodifiecr mastic. • • • • • • .... . .. ..... Note: When used in Tile roof systems BORAL TileSeal UnderlayawAr shall be back nailed.to%.' deck with approved annular ring shank nails and tin caps at a maxirnum•f2" o.o,. 4the side • • • • • • laps. No nails or tin caps shall be exposed. • • • • • • • . . . . ...... .... % Surfacing: Approved for Adhered Roof Tile using TILE BOND or AH-160, NIg chE6cally'Fastened Roo( • • Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblids • • • NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this Product with . specific prepared roofing products. • • • • • • • • • • 8. Tiles shall be stored on battens on roof pitches greater than 6:12". • ...... .... ...... 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice QLAtieeptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Ac eeptance. If $ORALO • • • • TileSeal underlayment is not listed, a request may be made to the Authority Having Jurigd? Lion (AHJ)t1t the • •; • • • Miami -Dade County Product Control Department for approval provided that appropriate Wok rnenta iiV 19 • provided to detail compatibility of the products, wind uplift resistance, and fire testingr o 01•11. • • 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep •... the deck thoroughly to remove any dust and debris prior to application. • 11. When applying the membrane in the valley, start at the low point and work to the high point, rolling Ilia i;wmbrane • from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment, and sealed using an SBS modified mastic. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below END OF THIS ACCEPTANCE MIAMI•DADE CNOA No.: 18-0502.03 �WnOUNTY ... ij Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 4 of 4 COWTYI!:71�_J)] MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy ICP Adhesives and Sealants, Inc. 12505 NW 44'b Street Coral Springs, FL. 33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to h4ee tlti$ product or material tested for quality assurance purposes. If this product or material fails to perfornCin th'e.acceptW Manner, W':' manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modi , or ous$end the use of such product or material within their jurisdiction. RER reserves the right to revorp:t4i�s acceptance, if it, is determined by Miami -Dade County Product Control Section that this product or material faiL%tAmeet tbg requirem*t3••; of the applicable building code. ..... This product is approved as described herein, and has been designed to comply with a heeNorida BYi afng Code including the High Velocity Hurricane Zone of the Florida Building Code. • . . . . 0000 000 • • 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. Fglkomf� NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications • . . .... ...... ICP Adhesives N/A TAS 101 Two component polprethane 153atti•adhesive •. Polyset®AH-160 •••••• •••• •••••• ICP Adhesives Foam N/A Dispensing Equipment... Dispenser RTF1000 .... .. ..... ICP Adhesives ProPack® N/A Dispensing Equipment • 30 & 100 •••••• • • . . . . ...... ....•• PRODUCTS MANUFACTURED BY OTHERS: 00 0 0 " ' ' .. . 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: Tomball, TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -400 F., 2 weeks +6.0% Volume Change @158'F., 100% Humidity, 2 weeks Closed Cell Content 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. NOA No.: 17-0322.03 MMI-or►ne COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Aaency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94-060 257818-IPA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB-589-631 9637-92 01-6743-011 01-6739-062b[1] 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 5201.09-6 520109-7 520191-1 520109-2-1 Test Name/Report TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 • • • TAS 114 ,..:.. ASTMD 1623 •..• TAS 101 •••••• TAS 123 ••;•'; TAS 101 :••:•: TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11 /02/95 12/ 12/95 02/01 /94 04/30/93 IfAV94 0fA14795 . • •.•• 03/1*4/96 ©4/1 &12 ;2%2. 12 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset' AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset' AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is gequired before•Vplicatiq,}t •. • • of any adhesive. The mix ratio between the "A" component and the "B" component sll;jgbe:maintaineAbetween ." 1.0-1.15 (A): 1.0 (B). • 6. ICP Adhesives Polyset® All- 160 shall be applied with ICP Adhesives Foam DispenseritIM 000 or IC'P :....: 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 minutesier ICP Adh• • + esives • • Polyset® AH-160 has been dispensed. 0 ....:. 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in acdordahse with the :....: 'Placement Details' herein. Each generic tile profile requires the specific placement noteti herein. • • • • • • • 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 Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap .... Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal• • :17 grams jer bead edge)20-25 sq. inches each. . bead008:00 • ... .... .... Two Piece Barrel (Pan. Tile) Two Piece 65-70 sq. inches '. .. 34 graln? v9- der pa0... .. .. .... ...... 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•Appfoved".et•�,Miarti- Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 r • ADHESIVE PLACEMENT DETAIL # 1 NaYthroughplastic cement Paddy(B•noaMa) ltndrr4ym•ne •,t to lie: ^,gyp �,� '' �"��`..''`*, _.' 114INns optional EaveCours• ```''''`' , `• - ;, • ...+r�..� 14 iut`. t'�....14. ""..,* .: •,-',.�'r't � tom•'' f : •-. Fastla }�? E•vrClorure_.__ Nall through plastic cement lwhen regnilred) Paddy(13an•athTOPI Und•elaynkmit ti I loin ro•'' ° y �.� y 2lrtwlds� Battens optional Ir `�-`'ti0in:`•..`,`.'y .die. Eaverlosure taw Course -- � r'�� } ;l C �`" ---- Fascia Nail thaeuegtr plastic e•rp•nt•-, (when requlre°dy Paddlr IB•n•aphTilNl Undarlaymwnt Y 2 In. wide i taut Course -� f ,✓ Fasda i ,s f' '• Weephole to in ) in. r $s� `Emre closure '�.. y1.- ¢ i Uriptdge MIAMFDADE COUNTY ��WO t Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the Overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. • • •••• •••••• Medium Profile / DoubleYdd Tile "" • • • • • • 1. Starting at the eave course, apply a nuRn;tlm 2" ... • •• ..... (50.8 mm) x 10" (254 Uiajli a" (25.4 xqq� foanj • : • • • paddy onto the underlayuieWpositigia4d as shoe" •.. under the pan portion oikkatie closest to the overlock of the tile being set. • • • • • • • • • • • • • • - 2. Continue in same manner. Insure ap4irbx?aiately'17 ' (109.7 cmZ) — 23 (148.4 cm2) square inch• adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm') — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 • ADHESIVE PLACEMENT DETAIL # 2 KAR Through Plw+.lic e.m.nl _ Paddy IBisn..thTrl.l Uadedavotom 15 Tin. y,. J`2 Bactats ooUonal — r EawCours•w,f,r' r'r` r�r. `; •F `` '' ice Sava closure .�_ Nnil ihrauuls pl•s1ic. cernent (when required) Paddy 415enea+h Tile) UndvrlAyn'.\.' 71n`.` y 2 in. b `� k _ E.v.Closure E.Y. Cmun. _ ~`°Pdf Fnrw MIAMFDADE COUNTY ,..&I l - Flat/Low Profile Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to . the overlock oft1w tile ...... being set..11. .... • .• • • •• . . ...... .... ...... 3. Continue in same manner.1ri4ra approximately 10: (64.5 cm2) - 12 (77.4 cm2) Square inch adhesive : • • • • contact with the underside of file tile. • • • • • • • • • ...... .... ..... .. .. .... ...... Medium Profile / Double Pad 'l e': • • • • • • •••••• 1. Starting at the eave cours(!,aal; a min4uua► 2" (50..T • •, mm) x 10" (254 mm) x 1" (25.4 mm) foa+ri {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 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) NAII through.ptasiit reaxerN-. ivAenPaddy 18•n•ahrole) Undksf.yro«ae ..` in.. , N, Battens optlonal • Env! Col�sc �Fascia -' Drip edge 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 cm) 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 undel'W pan portion of the tile closest tq the*overlock' etthe tile' • •' :' being set. • • ...... .... ...... 3. Continue in same manner. ki6we approximately 17o (109.7 cm2) - 19 (122.6 cm;}square inch aeifiesive • • • • • contact with the undersides f tlntile. • • • • • • • • • .. .. .... ...... . . . . ...... . . NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 K I • ADHESIVE PLACEMENT DETAIL # 3 tsallthroughplasticcement Paddy (between tiles) (when required) ) Battens optional ° " Paddy ]under tile) �, Singlepaddy on tag, of tie 4X4191. e r Singlepaddy on urderlaymeaet a x 4 in. 10in '•, �)n. r:ascia Ease closure Flat/Lour Profile Tile Nall through plastic cement Single paddy under tie (when require) Paddy ibetween riles] Battens 1 Paddy (under tile) optional r Single oale, •� 4x4in. f 2z4in.'9,1 singlepaddyon unndd..eeuullaaymentr— loin. ` `•�_ tin. / rf Eave Closure EaveCourse Fascia Medium Profile Tile APPROVED 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in (109.7-148.4 cm') of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mmxx 4. *(j 01.6 inmj x 1 " (25!4* • ; • mm) foam paddy onto tlieunder] aydient �vst below the second course line 0o0s'1oped foam paddy • under the strengthening ji' for flat tile, of under Zhe • • pan portion of the tile, Cj, pirto thtyundViock fqL • • the second course tile W-aeoirlstalled. ir"re .. % o o approximately 8-9 inz (&1.&A.1 crn;� of adhesive • • • • contact with the underside pf$he tile. • •, . . . . ..... . . . . 0 Soo .. .. . . . (Instructions continued on nex.t page) a..-. • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) NO through plastic ce ent- 51 a paddy under the iwhen required) j Paddy ibetween tiles) BaRxens - optional Paddy(underMet dy ► Single padan un 4X41n. r She 2x41n. 4on p -- toftj. w� EaveCourse— ♦P i ,a `+ � Fasda _ Weephoie loin. 2 in. Eaw dosure Drip edge High ProflteTlle 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. • • •••• •••••• Opp* • • r • •• •• •••• •••••• • •••••• • • • • • • •••••• • • • • • • • • 00 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 6S to 70 sq in. Steep pitch applications in contact with the pan tile. A (when required) 2) Turn covers upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 2Ssq. in. contact area. -�° IUnderlayment Sheathing t' Eave closure (motar shown) Weephole Fascia Board 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 Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70e(A& .6 cm2) square inch adhesive, on4art with 4me mdersi• e ; e of the pan tile. 00• a...ae eeee eeeaee • 3. Turn covers upside down exposingethe underside, a a: of the tile. Apply a n1Qpptn 1" (:5!1pm►) x !Q;�� (254 mm) bead of adbesixg directly ppatbe inner; a a • edge of each side of iie eover tile.4;aave e a e .. e approximately 3/4" (19@irr:) to 1" (25.4 mm) •* from the outside edge of the tile, 4W 44L free 8? •• • • foam to allow for ex;ansih. a :*Go*: 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm') - 25 (161.3 cm') 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 4 1 . ) SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is -usually concealed prior to removing the existing roof system). "•' ' • • •; • ...... .... ...... .... :.: 4. Exposed Ceiling: Exposed, open beam ceilings are where the une:.der�ide. of jhe regf decking... • can be viewed from below. The owner may wish to maintain the architectural appearance' thdMfore, 00:00, roofing nail penetration of the underside of the decking may not be acceptabldMit provides W optio l of maintaining the appearance. 6. Overflow scuppers (wall outlets): It is required that rainwater lews•cvff so t4at•toe joof is:see*: see not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may blM this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Ownejent'/Sgnature Date C r Dat I N W UJ 10 2 s-l_ Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Attachments Require ... ... ... d Permit Application Form See Llst Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 • • • • Asphaltic Shingles A,B,D 1,2,4,5,6,7. � � ; Concrete or Clay Tile A,B,D,E 1.2.3.4.5, ,7• • • • • Metal Roofs A,B,D 1,43,4,5, Wood Shingles and A,B,D 1,2,0,6,7. : "' • Shakes Other As Applicable 1,2,3,4,5,6,7 • • • 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re -Roofing On 7. An Required Roof Testin !Calculation Documentation