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RF-18-257 (2)Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permi Issue Date: 2/13/2018 Permit No. RF-2-18-257 Permit Type: Roof Work Classification: Tile/Flat Permit Status: APPROVED Expiration: 08/12/2018 Parcel Number Applicant 345 NE 100 Street Miami Shores, FL 33138- 1132060135370 Block: Lot: BRENDA WYSONG Owner Information Address Phone Cell GEORGE WYSONG 345 NE 100 ST MIAMI SHORES FL 33138-2420 Contractor(s) Phone A-1 PROPERTY SERVICES GROUP IN (786)419-5041 Cell Phone Valuation: Total Sq Feet: $ 18,000.00 1849 Type of Work: Re Roof Additional Info: RE -ROOF TILE AND FLAT 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 $10.80 $4.13 $2.75 $3.60 $275.00 $9.00 $14.40 $819.68 Pay Date Pay Type Invoice # RF-2-18-66301 02/13/2018 Check #: 10112 $ 819.68 $ 0.00 Bond #: 3655 Amt Paid Amt Due 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, PLUMING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS A AVIT: I certify t all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction ning. Futherm. authorize the above -named contractor to do the work stated. I •/ Author' d Signature. -O Applicant / Contractor / Agent February 13, 2018 Date Building Department Copy February 13, 2018 1 3b POQ 70 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 ROOFING ❑ PLUMBING JOB ADDRESS: RECEIVED FEB 01 2018 a0c4---f COfi FBC 201-4" Master Permit No. 12._C le - 2 S Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF '❑ CANCELLATION CONTRACTOR City: Miami Shores County: s Miami Dade , Zip: Folio/Parcel#: l I - `! 4Cyre`Jk40 - (Cj (3 ` -�s the Building Historically Designated: Yes NO FFE: ❑ SHOP DRAWINGS -yam i Occupancy Type: Load: Construction Type: 7 ' Flood Zone: BFE: OWNER: Name (Fee Simple Titleholder): Address: City: X:Ye> State: r C Tenant/Lessee Name: Email: Phone#: Phone#: Zip: ra) 3� jj ` ,` � II �'' CONTRACTOR: Company Name: 4'Si ,S�r v 1G3 Phone#:2c Ln 1 —1 Q-c) c0 '-)',,: Address: tL City: � 1c1' `Y`) i S/ta�t-ems] Qualifier Name: C1h �' ' ,� j L qi Phone#: State Certification or R gistration #: \ I .x: I' DESIGNER: Architect/Engineer: Address: 114 _1 Value of Work for this Permit: $ Type of Work: ❑ Addition Description of Work: ' II .1 i ertificate of Competency #: City: d> Zip: Phone#: Square/Linear Footag2 of Work: ❑ Alteration ❑ New Repair/Replace -� �►i� + State: Zip: 1. J ❑ Demolition Specify color of color thru tile: ^c000 kQ Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ li Technology Fee $ Structural Reviews $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ ` c 00 TOTAL FEE NOW DUE$ `2j1(7) (Revised02/24/2014) 31°1 °' Bonding Company's Name (if applicable) ,r Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 .'. mmencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issue • In the absence of su j posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGE The foregoing instrument was acknowledged before me this The fore oing instr day of -0 on 20, by day of me or who has produced identification and who did take t NOTARY PUBLIC: Sign: Print: Seal: ************************## APPROVED BY ( Revise d02/24/2014) Signature , who is personally knQwnlCSb'UN id1S'0/7g Vy( a� • �d !.. r who has produced k an oath. o o is en sfjcation and who did take an oath t : ae► a £ZL9blHd# = ®� ' �► s ® NOTARY PUBLIC: { • r�e.o;ssnv�'�. • . .d Si&tt iiiiiiii10' Print: CONTRACTOR nt was acknowledged before me this by jho ik3\bnalx knownf. a0 • ova ets 1,1 4;4 • . rie• L9ti dd# $• y Seal: *********************************************#irk****************** Plans Examiner Zoning Structural Review Clerk 2/1/2018 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3206-013-5370 Property Address: 345 NE 100 ST Miami Shores, FL 33138-2420 Owner GEORGE WYSONG III &W BRENDA Mailing Address 345 NE 100 ST MIAMI SHORES, FL 33138-2420 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 3,499 Sq.Ft Living Area 3,207 Sq.Ft Adjusted Area 3,226 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1940 Assessment Information Year ; 2017 2016 2015 Land Value $258,854 $215,711 $207,224 Building Value $270,257 $271,977 $273,699 XF Value $4,449 $4,504 $3,431 Market Value $533,560 $492,192 $484,354 Assessed Value $347,773 $340,620 $338,253 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $185,787 $151,572 $146,101 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 ('.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOT 19 & E1/2 LOT 18 BLK 39 LOT SIZE 75.000 X 115 OR 19091-4905 04 2000 1 Generated On : 2/1/2018 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $297,773 $290,620 $288,253 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $322,773 $315,620 $313,253 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $297,773 $290,620 $288,253 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $297,773 $290,620 $288,253 Sales Information Previous Sale Price OR Book- Page Qualification Description 04/01/2000 $184,900 19091 4905 Sales which are qualified 09/28/1982 $100 13940- 3580 Sales which are disqualified as a result of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimee..asp Version:' Revised on 5/21/2009 f4 ; iame shores '�/ iiiage Building Depar ment i I1 OWNERS'S AFFIDAVITOF EXEMPTION ROOF TO'WALL CONNECTION HURRICANE MITIGATIONRETROFIT FOR EXISTING SITE- BUILTi SINGLE FAMILY RESIDENTIAL STRUCTURES • PERSUANT TO SECTION 553.844fF'S. To: Miami Shores Village Bui ding Department 10050 NE 2nd Ave Miami Shores, Fl 33138' . •, Re: Owner's Name: • Property Address: Roofing Permit'Number: Dear Building Official: •d4--f b log i Cam") -i - bui�l ing because: ,� G W\U The just valuation for the structure for purpose p rpose of ad valorem taxa fad valorem taxation. • o The building was constructed incompliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florid=uil•ing Code (1994 SFBC) 110050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) i756.8972 Date: LiA4501 Signature State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the T 1 Sworn to and subscribed before me this EA day of 0r ) certify that I am not required to retrofit the roof to wall connections�of my tion is less than $300,000.00. 'lease attach Proof o Print Name Notary Public, Sate of Florida at Large COTor% owner for the above property mentioned. \%"3119fld 'Fsf• mow) fd,� �•,Y::t,.,;r� ' \y�• . y'. • 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 a fe nO.constn e�l.wita FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connectio- �i /PI111r:b4 ;'` Sworn to and subscribed before me this c Notary Public, Sate of Florida at Large (SEAL) Revised on 5/21/2009 hores ` illage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re:, Owner's Name: Date: -cO-j Property Address: i --f 5 Roofing Permit Number: Dear Building Official: i; r h , certify that I have improved the roof to wall connections of the referenced prop as required the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structures as adopted b Florida Building Commission by Rule 9B-3.047 F.A.C. Signae I State of Florida County of Dade *al rV Print Nt me The undersigned, being the first duly sworn, deposes and says that he/she is.the owner for the above property mentioned. day of _0 ^ ^ 20 f ����t1� �� 31b1S � (�(� , �J �O • • • • • Ig a0 •`�s•o\egICI V6�•�dd,1.i • • °°°°lllf Bet ltt;q'ttt FINAL COMPLIANCE Manual (Ba--d on•553.844 F.S).. Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she isthe contractor for the above property mentioned. (Print name and circle nse Type) License #: on or about w&k at INSPECTION. AFFIDAVIT (Date & time) � IS OEIC "'��'. (Complete Job Site Address) f iami ' hores tillage Building Department 10050 N.E.2ndIAvenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: I ' (.—'1I • ••••I • • • • • • •+• • •• I• •• • • • • •t • •• licensed as a (n) ContractQ, ngineer / Architect, • FS 468 Building Inspector •'') • • • • • • • • • • I. ••• .. • . • • • • • • • • •• •• • • , I did personally inspect th't�roof deck-I•atlit>ti,1 • • • t • • • • •• • • • • BasI ed upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Sworn to and subscribed before me th s Notary Public, Sate of Florida at Large O5 day of �• urf _ . •\c;c is �5. le ° 61:13, `General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. in lupho detograp)ia`'cif each plat@Di the roof with permit # and address # dearly shown marked on the deck for each inspection �40 °Zbt i Ij ` ` `� Devkeel nn 1711r1PN1l A 1F171 IWO gf o - 2p5q Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. RE C E I V E D Contractor's Name / 1 01 2018 Job Address! i C� (-' u 2 w c L CD Z C a 0 N m Process No. ROOF CATEGORY d" Low Slope ❑ Mechanical Fastened Tile g LY" Mortar/Adhesive Set The Asphaltic 0 Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles I Are there El Prescriptive BUR-RAS 150 Gas Vent Stack Yes CI N •••••• ROOF TYPE Type: Natiiraul, LPGX•3 • • I •• • •• El New Roof ill -Roofing 0 Recovering ❑ Repair ©•lldintenance • I . ROOF SYSTEM INFORMATION • .... . ..... • .... ••.• . • Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF).' •. • • 41. Section B (Roof Plan) . • • • • • • • • • Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, oveifio* scuppers and overflow drains. Include, dimensions of sections and levels, clearly Identify dimensions of elevated pressurezones and location of parapets. mug'? GO.. r ■ -_=; r ■ ■!� ■ Ammo •.uaumu U••GC••G•CCG•CGCGGGCGGGGGuuai. •suua.■GG•GGGGG•GGm G iC • ir.=�iu. I■■■rr •■ •• G' G GiGG G� GG iG■C■■■Gr■;G■r■r■■� ■■CGC■GC■■■G■■ ■■ ■■■ r■■■G■■■■■r��•■ Cud .s•■ T■Su■a•.0 uuuu111 III GCi■i:iiiiCCGi■••■GGCs•uu ■ GG ■u• GINNUMEW �=�' iiiivauu . MNppg G�isrs u IUUmmiems RI WO . •u'GG'■GGGGG:GGGGGCp .I 11111,111,11,1111f illI11.111 1 lEfl 1"iG._�r■fi,G•■,Qrr lI■ 1 C••G•Gmim "• ..■■r■■ N_•G G:G••GCGGG •RGLGGCCGGGGGGMGG GG►" ,. `i:=' :: r■■ ;'.CIi 1l C•G ■G C G■ G ■ ■Cr ..... ■. .E C �■ .. GCC�. GGG�G E GGGE rE■ GHC G GG. ■■■G■■UG■■GGG C*C n C' I5 E RGGG•■E■■■■■r■G GC rG'■GGG■■■E ■GG•�■■■G . G..�U 'U ■ .UGG••� pilaw GC• . ■ . I ■■ a ■ GGCUGri GU�•EGG■G•11 1111110:111 ��iii 111 •■�CC■i■GCGG•GGCC E r RG■CCG=■iRGIGGGUUU CCr�■G G■■■G■UCCG■■G U■ GG ■ GGG■ Ma C III 1 C GG■�G......■ r■ ■ ■GGG■C■GGGCG ■ G 12 MI ■PUR R"mt 'ir CC■•mGGiUG• .. GGC G■Gius111111• GGGGG•GCG■ •• G I ■ ■ It rill ■■■C■ ■CCC■C'w■�. ■■ ■■i■ ■■en■ GGr■ ■ ■ G■111 ■ . .mU■ ■U r■. ■■G■■ C■ ■ ■ ■ m ■ ■ CKCG C�•■■..:q�..,I..■E■■■G■CGE . ®GGCGG. G C.. u�■ ��G 7...L.►iu.uU■' ■iesp ■■G■GG■Gmem ■G■C •C G ■■■ C■G • Mgr::i■•r■■■■C■■GU�.■■i4U•■•r ■(� i■■r ■■ ■■■ ■ u. ■ C p-.■■ RIC. MAN ■ G.■■ GEC � ..0 ■■ C■G ■ . G be 1111111� •GGUGC CUUGGG ls-maGU"i■ rM�•C a mix All ■. ■ 111105,1111 ■■ �i■�Gr Ci G •E • • r ken `Cm C GGG' i L _ Cmeggismia. mans yG' �Gsir GG1:GEr:UUG•GGG�,GGGGpDIS.�'� "'_■ 1 1 •�■pp■GC,alE■■CCG• �GEm ii :� _ �_ -'■■ GGG■ ■G III MI VII: :MIL MR ■ , ■G _■"" ---1-1--Fh I , -I ■ � • • •• • •• •• • ... • •• •• • •• • • •• • • • • • • Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: fryn t 1 -tr- Notice of Acceptance Number: 1 --1 ' 01-10?) . DO Minimum Design Wind Pressures. if Applicable (From RAS 127 or Calculations): P1: fQ1I P2: (Al)). t P3: LC0,-1 Maximum Design Pressure .' .... (From the NOA Specific System): 3 Ca, - Method of tile attachment: TCP itjht4nt 1(=_ .. :1(p0•., • 51rnR1 C P(-)i-4 .\i Si-e-.rrn - m•it -) • Roof Slope: j--I :12 .... .... . • •... Steep Sloped Roof System Descriptiorr: •: Deck Type: ype Underlayment: nsulation: re Barrier. astener Type & Spacing: dhesive Type ype Cap Sheet. oof Covering: Ridge Ventilation? D1A- •._ -. . 5! p\IL d ... • • • • .... • • • ...• . • • . . . . . .; ..... . . . ...... Aslyr 3b FF—(4- 131A- 101A Mean Roof Height: I S Type & S ze Drip dge: ItraCr fie -�v iL-I'' OCC 1 ` cheuO •... • •. . • . •. • . • • • • • • ••. • • . • . • .. • . • • .. 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 values from M i 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 Based Tile Calculations Per RAS 12T' (Pi: z A. a __ - Mg: = M1, NOA Mi (P2: z A. _ --) - Mg: = Mri NOA Mt (P3: z A. = __—) — Mg: = M, NOA M, Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA Mt • • Mr Required Moment Resistance* • . . Read' hoof Height — RaeM®iope 15' 20' 25' 30' 40' i 2:12 34.4 36.5 38.2 39.7 42.2 •••• 3:12 • 32.2 34A 38.6 37.4 39.8 • • • • 4:12 30A 32.2 33.8 35.1 37.3 • • 5:12 28A 30.1 31.6 32.8 34A • • • 8:12 26A 28.0 29A 30.5 32A • . 7:12 24A 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. 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 12T' (P1:_xl:_=_z w:= )-W:_zcos 0:_= Fr,:_ NOA F' (P2:_zl:_=_z w:- )-W zcos 9`_= Fr2:_ NOA F' (P3:_zl:_=_z w:=_)-W:_zcos 8:_= Frs:_ NOA F' Where to Obtain Information Description Symbol Where to find Design Pressure P1orP2orP3 RAS 127 Table 1 or by an engineaing analysis prepared by PBbased onASCE 7 Mean Roof Height H Job Site Roof Slope g Job Site Aerodynamic Multiplier I. NOA Restoring Mama t due to Giavily Ma NOA Attachment Resistance Mr NOA Required Moment Retdstaaoe M. Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance Fr Calculated Average Tile Weight W NOA The Dimensions 1= length w-' width NOA All calculations must be submitted to the Building Official at the time of permit application. Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose tither Method 1 or 2. Compared the values for Mrwiththe values from Mt. 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 Based Tile Calculations Per RAS 127" (Pr = q. l) - Mg: Nor NOA NV-46 71 (P= (: _ . � - Mg: e NOA Mt 1 (P3* :)0q S' .0 )-Mg: _ NOA Mt 1 Method 2 "Simplified The Calculation PeriTable Below" Required Moment of Resistance (Mr) From Table Below f NOA M, Mr Required Moment Resistance* . ' • • • •' Moan Roof Height Roof Slope 15' 20' 1 25' -- • • .30L • • •• . :40. •' i 2 2 34.4 36.5 y, 38.2 •89.;• • 42.2. 3:12 322 34A 4 36.0 • liTA• • 3 .8 • .47.3a • _ 4:12 30.4 322 33.8 B5A • 5:12 28.4 30.1 1 31.6 - 3a-: '303" :hi :. 6:12 26.4 28.0 91,, 294 -32.4 7:12 24.4 25.9 t 27.1 - ; 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed !wain: 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 i'the Fr values, for each area of the roof, then the tile attachment method is acceptable. it Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pi :___ x1:_-_____ z w:= )-W:_=cos 0:_= Fri:— NOA F' (P2:___ x1:_ _z w:= )-W:_icos 0:= Fr= _ NOA F' (P3:_zl:_____ _______ x w•)-W:zcos 8:_= Frs:__ NOA F' . .• . . • • •• . Where to Obtain Information Description Symbol ` Where to find Design Pressure P1orP2orP3 RAS 127 Table 1 or by an engineering analysis prepared byPEbased onASCE 7 1'r. Mean Roof Height H Job Site q;l. Roof Slope 8 Job Site i; Aerodynamic Multiplier 1 NOA in Restoring Moment due to Gtaavity Ma NOA 11+ Attachment Resistance Mr NOA ar Required Moment Resistance MT Calculated ii Minimum Attachuxxit Resistance F. NOA ii Required Uplift Resistance F, Calculated lI Average Tile Weight W NOA Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time ofpemrit application. ••4 •.. • •.. • .•. •.• •.• •.• •.. • ••• :. • •.• •.. • •.. • • • ... ... • MIAMi 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 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.zov/economv 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 I1NOA 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 tai,product or material tested for quality assurance purposes. If this product or material fails to perform in the•accepted.mau$er, 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 revokk•tis•acceptance; if it is determined by Miami -Dade County Product Control Section that this product or material faits" fd' Met the requirements • of the applicable building code. ••• • •• . • • • • • This product is approved as described herein, and has been designed to comply with the. F4Qrida $uildijig Codg• .• . 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, stateW 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. Tliis NOA renews NOA 16-0315.01 and consists of pages 1 through 11. Tile submitted documentation was reviewed by Alex Tigera. MIAMI.DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description • • • • Specifications • . ICP Ad�fie Div es • • • • •S. • N/A TAS 101 Two component polyurethane foam adhesive • • Polyse t ; eH4160 . .ICP Adhesives Form • • • N/A Dispensing Equipment . dispenser R•TF10Q0 • • • . • ••.•'1CP Acahesi.es Prq&',1;®. N/A Dispensing Equipment • • 30 & 100 • •• •• • . • • . . • • • PRODUCTS MANNFAZTURED BY OTHERS: • Any Pii4-, ade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. MIAMNDADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramte ch Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: 1. 2. 3. 4. 5. Test Identifier #94-060 257818-1PA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB-589-631 9637-92 01-6743-011 01-6739-062b[1] 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Report TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 ASTM D 1623 TAS 101 TAS 123 TAS 101 TAS 101 TAS 101 • . . .. . • .... . . .... . . .. .. • . . • . • . • . • .. . Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/.94 016/1(►A56 .. . 03/ 14t96 04/18/42 02/21f1'M .... • • 16/23/98 • 12G2.8/8 . . . .. • 03/02/99 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. .ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. !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. • • • . . . • • • • 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: 5. Galihration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application •ofan 'adhesive• Tte mix ratio between the "A" component and the "B" component shall be maintained between 1!0-1e1•5 (A) 01.0'(B). • 6. Ili' Aahesin%r9jyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Aockives Prorgv ® 30 & 100 dispensing equipment only. 7. !CP•E4dhesives•rdlyset® AH-160 shall not be exposed permanently to sunlight. • • • 8. ''ilea must beq,cl,htiqd in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives • Polyset® AH j j>D.l�as been dispensed. • • • • • 9. J.,m Ac esive% Polyset® AH-160 placement and minimum patty weight shall be in accordance with the • • 'Placement Detti,ls' herein. Each generic tile profile requires the specific placement noted herein. • 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. • •• • •• • • • 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 F1at,[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 Highh Profile #2 17-19 sq.'' inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at head of tile 9-11 sq. inches at overlap 12 grams per paddy Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal • edge) 20-25 sq. inches each • bead • 17 gran ee'lwad . • •.• .• .. • : .. . •• • • .• .. •• • Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches • __14 grams untler pan :• . . LABELING: WNW • • .•.• • . •..• •'• •••• • .•.. • • • All approved products listed herein shall be labeled and shall bear the imprint or identifiable Val of the• manufacturer's name or logo and following statement: "Miami -Dade County Product Control App.oved" o� the Mami- e County Product Control Seal as shown below. • • •• • •• • :..... MAMIOADECOUNTY •• • APPROVED BUILDING PERMIT REQUIREMENTS: 1. As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMFDADE COUNTY APPROVED � • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 • ADHESIVE PLACEMENT DETAIL # 1 Nall through plank cornea Paddy lB .n•ath Tito) fatten t qulrwl;y Undlrtiyment 30 Menem orrhana9 Ewer Cowie -•-.,,,tit -�, �. Ems CIu,ur• FAsrM • • �••• • • • 41. °Neil r�oughplasticcement elwhmsequlred) • t' • `' � ;Noddy iBeneethTdel � ll ,t ttn�•rl,•ymert • f 4 „'� • • • • '.••• I s • ..• • • •2ln.WId4 'a tlettenuoptlonal of MIAMI DADE COUNTY APPROVED Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the ' overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. I' 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.: 17-03122.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Mail through pIAttic samara Paddy PB.n..1h T7.i (when required) ...," 'N. Undadaynwtct .3„a...4' ,.... I i4ail througIE plastic cement (when requiredi Untl.riayrn.nt Battens optional Eay. coin. 14, • Paddy ligeneadtIRO — lave Omura, — Fascia � I MANMADE COUNTY APPROVED I ' Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. • • • • • • • • •••• • . . 3. Continue in same manner. Insure approx;rhgtely 10" (64.5 cm2) - 12 (77.4 cm2) sa.uare inch adhesive • contact with the underside oi:tt ile. • • .... Medium Profile / Double Pan•Ti a.' • • • • • • ..•. • S. • S. • • I to • • 1. Starting at the eave course, applyet minilinum2" (50.$ mm) x 10" (254 mm) x 1" t25.i dim) foram paddy onto the underlayment positfdried•as showit wider the• pan portion of the tile closest to the overlbek 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) Nail through plasticccotettr- P. dd?IB■n athTil■I 4whentequired) }� Undwlaynt .~� •ti�� • • • • •• • • • • • • • ••. • • • • • • •• • • • • • • • • • • • • • • •. • • • • I. • •• • • • . • • • • • • • • •• MIAMI•DADE COUNTY APPROVED High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under+ the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) —' 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 nun) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Flat/Low Profile Tile Hail through plastic cement Single paddy under tree Iwhen required) EaveCourse Medium Profile Tile MIAMI-DADE COUNTY APPROVED Paddy {between tiles) / Paddy (undertilel — Eave Oosure Fasda 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in2 (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4". (101.6 mm) x 4" (101.6 mnQ x (25.4 mm) foam paddy onto the underlaymN.Wbelow the second course line positioned foarapadtly • • under the strengthening rib•fes slat til4, er.vdder the • pan portion of the tile, close;tete the undelllock for . • the second course tile to J •itiet tiled. I i*i . . approximately 8-9 in2 (51 V 58.1 cm2) of adhesive contact with the undersidebiil a •tile.• . • • . . (Instructions continued on ngxt page) • • •. • .. . . •. • . . . • .• • •, NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 914. 11 •• • • • • • •• ADHESIVEPLACEMENT DETAIL # 3 (CONTINUED) Nall through plastic ce (when required) Battens rio derrttad, x4ln. single 2x4in.,�i paddy on `f top oftIe ••• •••'P• itngle paddy under tile Paddy (between tiles) Paddy (under tilel Weephole Ease closure Drip edge • • • •• • • •••• • • • • • • • • • • • • • •• • • • • •• . • • .Iilyh Profile Tile •••• • • •••• • • •• •• • • • •• • • • • • • •• MIAMI•DADE COUNTY APPROVED of 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x.3/4" (19 mm) paddy on top of the eave course tile' surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile' Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27%17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. in. In contact with the pan tile. 2) Turn covers upside down. Place adhesive in to 1 in.from outside edge of cover tile. Then install the tile. Ensure 20 to 45 sq. In. contact area. Underlayment Eave closure Briefer shown) Weephole Fascia Board Steep pitch applications (when required) Sheathing Remove top portion of the save course cover tile. Abut to second course of lian tiles. Ensure cave end of pan and cover tiles are flush at save line. Two Piece Barrel - High Profile Tile it MIAMFDADE COUNTY APPROVED Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. I'. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 crn2) square inch adhesive contact with the underside of the pan tile. • • • • •.•• •••. •• • •• • 3. Turn covers upside dowreexposing t);e ttgderside of the tile. Apply a minimal) l" (25.4 mgi) x 10" • (254 mm) bead of adhqis e directly os tlia inner edge of each side of the GJvc•t' tile. Leonia • approximately 3/4" (19 Thr)•p 1" (45.4 nim) from the outside edge oithistile, inward, free of foam to allow for expalsio i. . l • • • • 4. Turn cover tile over aftel Team is applied and place onto pan tile course. Insure a miniem*n 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 •• • :I • • • • • •I • I •I • • NOA No.: 17-0322.03 I Expiration Date: 05/10/22 Approval Date: 04/27/17 , I Page 11 Hof 11 MIAMFDADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 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/economy 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 Produut Contiol irec &ion (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve thegigtit go have this. product or material tested for quality assurance purposes. If this product or material fails to pouifiArgjn the giceejted manner, the manufacturer will incur the expense of such testing and the AHJ may immediatelf revoke, modify or suspend the use of such product or material within their jurisdiction. RER reserves the right te.remic e this acceptance, . if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet illy requirements of the applicable building code. • • • • ••• •• • This product is approved as described herein, and has been designed to comply with the Flori'a•$ntding Coda including the High Velocity Hurricane Zone of the Florida Building Code. •• • • • • • • • ESCRIPTION: Spanish `S' Nuevo Concrete Roof Tile •• • • •• • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed; then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. • This NOA renews NOA No. 12-0308.19 and consists of pages 1 through 7. The submitted documentation was reviewed by Juan E. Collao, R.A. MIAMI•DADE COUNTY APPROVED • • • • • • • • • •. • • • NOA No.: 14-0408.06 Expiration Date: 05/20/19 Approval Date: 06/05/14 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This approves a system using Spanish `S' Nuevo Concrete Roof Tile, as manufactured by 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 does 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 Spanish 'S' Nuevo Tile Trim Pieces 2.1 • • ••.• • • .. . • Test Yr.() rutt •..• Dimensions Specifications Denription • L = 17" TAS 112 High profile, interleglat1:, one -feces 'S' W = 9 3/4" shaped, high-presSitreextruded•concrete H = 2 27/32" roof tile equippeddGil'tpree nail bibles. For Min. 0.65" thick direct deck nail -on, mortar set aL gesive • • set applications. • • • ..• • •• . • L= varies TAS 112 Accessory trim, concrete roof pieces %r use W = varies at hips, rakes, ridges and valley Varying thickness terminations. Manufactured for each tile profile. •• • • . • • •• • • • • • • • • • • MANUFACTURING LOCATION 1. Lake Wales, FL 2.2 SUBMITTED EVIDENCE: Test Agency .Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. .1 MIAMI•DADE COUNTY APPROVED Test Identifier 7161-03 Appendix III 7161-03 Appendix II P0647-01 P0402 94-084 94-083 Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Date Dec. 1991 Dec. 1991 Aug. 1994 Sept. 1993 May 1994 April 1994 NOA No.: 14-0408.06 Expiration Date: 05/20/19 Approval Date: 06/05/14 Page 2 of 7 • • • 2.2 SUBMITTED EVIDENCE: Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies The Center for Applied Engineering, Inc. Nutti g Engineering Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walkelr Engineering, Inc. i ' 1 Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Amencan Test Lab of South Florida MIAMI DADE COUNTY APPROVED Test Identifier 25-7183-4 25-7214-3 Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC-78 13343.1 520111-3 520191-2-1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations Calculations RT0130.01-14 RT0426.01-14 Test Name/Report Static Uplift Testing PA 102 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing PA 102 (1 Quik-Drive Screw, Direct Deck) Wind Tunnel Testing PAI 108 (Nail -On) Wind Driven Rain PA 100 Physical Properties. • TAS 112 • • • Static Uplift Testing PA 101 Aerodynamic Multiplier... . . .... . 25-7094 25-7496 25-7584 25-7804b-8 25-7804-4 & 5 25-7848-6 25-7183 Two Patty Adhesive Set System Restoring Moment Due to Gravity Aerodynamic Multiplier Restoring Moment Due to Gravity TAS 112 TAS 112 . . .. •• • . . • • . • •. . Date Feb. 1995 March, 1995 Aug. 1994 Oct. 1994 F•et,S J9 .... Vet. 1998 Mare 1999. Jsap„Z009 •; Felarria/ 1996 Apri1.1996 December 1996• Ivtalehd995 April 1999 Jan 2009 09/01/10 09/02/10 02/05/14 05/02/14 • NOA No.: 14-0408.06 Expiration Date: 05/20/19 Approval Date: 06/05/14 Page 3 of 7 3. LIMITATIONS 3.1 3.2 Fire classification is not part of this acceptance. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 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 Building Code Compliance Office 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 com4iafiee with . applicable building code. •• • • • • •. . ..• . •• . . 3.7 May be installed on slopes 7:12 and greater • • • 3.8 All products listed herein shall have a quality assurance audit in accordance with.tne Florida $'wilding Code and Rule 61G20-3 of the Florida Administrative Code. `• •.•• •... . . •..•• .••. 4. INSTALLATION • 4.1 Spanish `S' Nuevo Concrete Roof Tile and its components shall be installed j otrat compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations • . . • • • • • • • .. • • • • S. . • • • .•• •. • Table 1: Average Weight (W) and Dimensions (I x w) • • • `• ` Tile Profile Weight-W (lbf) Length -I (ft) Width-w (ft) Spanish 'S' Nuevo Tile 8.95 1.417 0.8125 Table 2: Aerodynamic Multipliers - X (ft3) Tile X (ft3) A, (ft3) Profile Batten Application Direct Deck Application Spanish 'S' Nuevo Tile 0.215 0.233 Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 2:12 3:12 4:12 5:12 6:12 7:12 or greater Spanish 'S' Nuevo Tile '1 Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.36 6.00 5.30 5.93 5.21 5.83 5.09 5.70 4.96 5.56 4.82 5.39 MIAMI DADE COUNTY APPROVED NOA No.: 14-0408.06 Expiration Date: 05/20/19 Approval Date: 06/05/14 Page 4 of 7 • Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) For Nail -On Systems I Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Spanish Nuevo I I2-10d `S' Tile 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 - #8 Screw 20.7 20.7 18.1 2 - #8 Screws 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 •• .•. 49••4 • •••• • 1-10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 '• . . ' :24.0, • •' • Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 •'•••• --•- •n•.g• . 2-10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 ..'..' .... •• ;114'I!E•• . • 2-10d Ring Shank Nails' 33.1 . _ • • • 48.1 • • 45.2 . 1 I Installation with a 4" tile headlap and fasteners are located a min. of 2'/2" from head of tile.: . • • • Gi . .. . . 1 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf)• • • • • • for Two Patty Adhesive Set Systems Ii Tile Profile Tile Application i Minimum Attachment Resistance Spanish 'S' Nuevo Tile Adhesive2 29.33 2 ! See manufactures component approval for installation requirements. 3 I Flexible Products Company TileBond Average weight per patty 10.7 grams., 13MTM 2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Spanish 'S' Nuevo Tile , 3MTM 2-Component Foam Roof Tile Adhesive AH-160 66.54 3MTM 2-Component Foam Roof Tile Adhesive AH-160 38.75 4 j Large paddy placement of 63 grams of 3MTM2-Component Foam Roof Tile Adhesive AH-160. 5 , Medium paddy placement of 24 grams of 3MTM 2-Component Foam Roof Tile Adhesive AH-160. MIAMFDADE COUNTY APPROVED NOA No.: 14-0408.06 Expiration Date: 05/20/19 Approval Date: 06/05/14 Page 5 of 7 • . . . .... . . .... • • • • . Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Spanish `S' Nuevo Tile Mortar Set6 24.5 6 Tile-Tite Roof Tile Mortar. 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". . • •• • • • •••• • • • •• • •• • • • • • • .• • • • • • • • • • • •••• • • • • • • • • • • •• • • BORAL ROOFING LLC SPANISH'S' NUEVO CONCRETE ROOF TILE (LAKE WALES, FL.) (LOCATED ON UNDERSIDE OF TILE) • • • • • •• • 6. BUILDING PERMIT REQUIREMENTS • •• • • • • •• • 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. I MIAMI.DADE COUNTY APPROVED � • • • • • • • • • NOA No.: 14-0408.06 Expiration Date: 05/20/19 Approval Date: 06/05/14 Page 6 of 7 • Fastener Holes 17" MIAMI-DADE COUNTY APPROVED PROFILE DRAWINGS SPANISH `S' NUEVO CONCRETE ROOF TILE fv END OF THIS ACCEPTANCE . ••. • • • • • • • • .• • •• • •• • • • • • •• • • • • • • • • • • • • • • • • • • •••• • • • • • • •• • ..• ••• • 9-3/4" • • • • • • I• • • •• • • • S. • • • • •• NOA No.: 14-0408.06 Expiration Date: 05/20/19 Approval Date: 06/05/14 Page 7 of 7 "Deliver'ing Excellence Every Day" • , • Fill In the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Top Ply: ROOF SYSTEM MANUFACTURER: Product Approval (NOA): 1GAF System Type: rA7 Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) :Field: =42.8 . psf (P2) Perimeters: V71.7.71 psf (P3) Corners: -108.0 Miami -Dad County HVHZ Electronic Roof Permit Form S non C Page (Low Slope Roof Systems) Pit 8. •' Maximum Design Pressure From.NOA: rrin psf • Roof Slope:0.f g • I50 ' * � " : 12 Roof Mean Hei ht� 12 � ft. Parapet Walls: ' i No 0 Yes Parapet wall Height: ^N/A —71 Deck Type: 5/8; Plywood — Support Spacing: FA7" o/c • Alternate Deck Type: Existing Root 1_• Fire Barrier: Vapor Barrier: 1 N/A [N/A Anchor Sheet: IGAF GLASSBASE #75 PLY Anchor Sheet Fastener / Bonding Material: 1-1/4" RS'NAIL & TIN CAP 1-5/8 _ Insulation Base Layer Size & Thickness: 11.5" ISO TAPERED INSULATION 4X4 • Insulation Base Layer Fastener / Bonding Material:, !HOT MOP ASPHALT Insulation Top Layer Size & Thickness: N/A • r._. h-. R Insulation Top Layer Fastener / Bonding Material: Base Sheet(s) & No. of Ply(s): IGAF STRATAVENT PERFORATED Base Sheet Fastener / Bonding Material: I LOOSE LAID Ply Sheet(s) & No. of Ply(s): Ply Sheet Fastener / Bonding Material: SHOT MOP ASPHALT 1. Field: " o/c @ Laps & " o/c @ Laps & 3. Corner: " o/c @ Laps & rows 2. Perimeter: I GAF MINERAL CAP SHEET Top Ply Fastening/ Bonding Material: I HOT MOP ASPHALT Surfacing: GRANULES, SINGLE PLY MEMBRANE: E: Single Ply Manufacturer /, Type: N/A Single Ply Sheet Width: " 1/2 Sheet VUdth: • i• No. of Single Ply 1/2 she i ts: • • • . I Single Ply Membrane Fastening / Bondi & iitdiial: N/A �•1 •.•., •• • . • • • ••� I I ID FASTENER SPACING FOR BASESP ATTACH.141 t 0 SINGLE PLY MEMBRANE ATTAC)J J& IJ• • • I r ws EIL: 11% • 1 I Jew! rl " o/c 1 • • •" " 07C • I NUMBER OF FASTENERS PER INSULATIO J BOARD: 1. Field: 2. Perimeter: Insulation Fastener Type 132 011 3. Corner: N/A WOOD NAILER TYPE AND SIZE: (1) 2X6" PT WOOD I Wood. Nailer Fastener Type and Spacing: #12 WOOD NAIL 16" OC X 4 1/4" EDGE & COPING METAL SIZES: Edge Metal Material: :-SELECT EDGE METAL MATERIAL -- Edge Size: Hook Strip Size: Edge Metal Attachment: I •. • • • • • • .. • • --SELECT EDGE METAL HOOK STRIP SIZE -- I 1-1/4 RS INAIL 4"OC Coping Material: 1: --SELECT PARAPET WALL COPING MATERIAL -- Coping Size: ELECT COPING METAL SIZE OR THICKNESS -- Hook Strip Size: --SELECT COPING METAL HOOK STRIP SIZE -- Parapet Coping Metal Attachment: I N/A • Insulated Nailable Deck With Edge Nailer Miami-D "Delivering Excellence Every Day" de County HVHZ Electronic Roof Permit Form Illustrate Components Noted and Details as Applicable: 1 Top Ply Interplies Anchor Sheet 't Drip Metal Continuous.' Cleat Wood Nailer Base Layer of Insulation — Top Layer of Insulation Roof Mean Height: Fri ft. Drip Metal: I4X4GALV/24G=A • Continuous Cleat> _.. • • 0••• •• . • • •. • • . IN/A Surfacing: •... GRANULES "d" ' • Top Ply: • IGAF.MINERAL GAf 1EET.. . . •...._; • • •••• • - . • .. . Interplies: - • . .' . • • • GAF#20 RUBEROID Base` Sheet: GAFSTRATAVENT PERFORATED Top Layer of Insulation: IN/A .....-......... Base Layer of Insulation: 1.5 ISO TAPERED INSULATION 4X4 Wood Nailer: 1(1) 2X6 PT WOOD I Wood Nailer Fastening: I #12 .NAIL WOOD 2 1 i3"OC X 4 1 /4" Anchor Sheet: IGAF GLASSBASE #:75 Deck Type: 5/8 PLYWOOD 'MIAMID +ADttE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1 Campus Drive Parsippany, NJ 07054 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 www.miamidade.gov/economv 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 D1.1.4q C'�ounty) • • • • ' reserve the right to have this product or material testedfor quality assurance purposes. If atio.produrt t j • • material fails to perform in the accepted manner, the manufacturer will incur the expense•ofsuch testing and the AHJ may immediately revoke, modify, or suspend the use of such product or nnteriN thet, . jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by MirnMade Crntitr Product Control Section that this,product or material fails to meet the requirements ofeuplicab ••:. i building code. • 1 This product is approved as described herein, and has been designed to comply with tI e FlQ ida Buildis Code including the High Velocity Hurricane Zone of the Florida Building Code. •.. • •• • • •• DESCRIPTION: GAF Conventional Built -Up Roof Systems 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 ccur after the expiration date or if there has been a revision or change in the materials, use, and/or manufactur 1 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. i 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. 13-1022.15 and consists of pages 1 through 31 The submitted documentation was reviewed by Jorge L. Acebo. • MIAMI-DADE COUNTY APPROVED NO4 No.: 14-1030.01 Expirati NI Date: 11/04/18 Approval Date: 05/04/17 Page 1 of 31 ROOFING SYSTEM APPROVAL Category: Sub -Category: Material: Deck Type: Maximum Design Pressure: Roofing BUR Fiber lass Wood -97.5 psf. TRADE NAMES OF PRODUCT'S MANUFACTURED TABLE Test Specification ASTM D2178 ASTM D2178 Product GAFGLAS® Ply 4 Tri-Ply® Ply 4 GAFGLAS® F1exPlyTM 6 GAFGLAS® #75 Base Sheet Tri-Ply® #75 Base Sheet GAFGLAS® #80 Ultima' Base Sheet GAFGLAS® Stratavent® Perforated Venting Base Sheet GAFGLAS® Stratavent® Nailable Venting Base Sheet Ruberoid® 20 Smooth Ruberoid® Mop Smooth Ruberoid® Mop Smooth 1.5 Ruberoid® Mop Plus Smooth Ruberoid® HW 25 Smooth Dimensions 39.37" (1 meter Wide 39.37" (1 meter) Wide 39.37" (i meter) Wide 39.37" (l meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide MIAMI.DADE COUNTY APPROVED ASTMD2178 ASTM D4601 ASTM D4601 ASTM D4601 39.37" (1 meter) ASTM D4897 Wide 3937" (1 meter) Wide 39.37" (1 meter) Wide 39.37' (1 meter) wide 39.37" (i meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide ASTM ne.897 ASTM D6163 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6163 OR LABELED BY APPLICANT: 1 Product Descriptio Smooth surfaced asphaltic ply with fiberglass mat. heet reinforced Smooth surfaced asphaltie. ply sheet reipj2 eed • with fiberglass mat.• • .. . .. • . . Smooth surfaced asphaltic Al sbeet reinforced with fiberglass mat. •... .... ! •1. •, •...• •... Smooth asphaltic base or se%ply sheet reinforce • • with fiberglass mat. • • • • . Smooth asphaltic base orbast/131y sheet reinforcedi with fiberglass mat. : •. •. • . Smooth asphaltic base or base/ply sh8etifejhforced • with fiberglass mat. Smooth surfaced asphaltic perforated venting base sheet reinforced with fiberglass mat. .• . . • • • 1 Smooth surfaced asphaltic nail able venting base sheet reinforced with fiberglass mat. Bottom side surfaced with granules. SBS polymer -modified asphalt base or anchor sheet reinforced with a fiberglass mat. Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. Smooth surfaced torch applied SBS base or anchor sheet reinforced with a fiberglass mat. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Appro' al Date: 05/04/17 1 Page 2 of 31 • TRADE, NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Ruberoid® HW Smooth GAFGLAS® Mineral Surfaced Cap Sheet Tri-Ply® BUR Granule Cap Sheet GAFGLAS® EnergyCap'M Mineral Surfaced Cap Sheet Topcoat® Surface Seal SB Topcoat® Membrane Topcoat® MB Plus Topcoat® FireOutTM Fire Barrier Coating VersaShield® Fire - Resistant Roof Deck Protection Dimensions 39.37" (1 meter wide 39.37" (1 meter) lv i.le 39.37" (1 meter) Wide 39.37" (1 meter) Wide 5 or 55 gallon 1, 5 or 55 gallons 5 or 55 gallons 5 or 55 gallons 12" x 100' rolls VersaShield® SoloTM 42" roll wide. 100 Fire -Resistant Slip ft. Sheet Topcoat® F1exSealTM MIAMI.DADE COUNTY APPROVED 1, 5 gallons o 1 qt. tube Test Specification ASTivi D6164 ASTM D3909 ASTM D3909 ASTM D3909 ASTM D6083 ASTM D6083 Proprietary Proprietary ASTM D226 ASTM D146, D828, D4869, D6757 TAS 139 Product Description Smooth surfaced torch applied SBS base or anchor sheet reinforced with a polyester mat. Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. Cap shee : is factory coated with TOPCOAT® EnergyCoteTM ElastQlrl�itc, Coating. • ••• • • •Solvent -based thermoplastic nTlber • • • sealant designed to protect i cj restore dal roof • surfaces and to increase r2wfxelecti' itx.. • • Water -based elastomericCrg . . • •l• • • Water based, low VOC prime• desigrjedteblock asphalt bleed -through. •.. • ' • .. . . Low VOC, water based fire barrier coating Non -asphaltic, fiberglass reinforced underlayment and/or fire hairier Non -asphaltic, fire resistant fiberglass underlayment Solvent -based elastomeric sealant. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 3 431 APPROVED ASSEMBLIES Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: Min. 19/32" oil greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate*ports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type A(1): All insulation layers are adhered, to a mechanically attached anchor sheet. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. Fire Barrier: Topcoat® FireOut'"' Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck Protection, (optional) VersaShield® Solo' Fire -Resistant Slip Sheet, DersDeck®Roof Boar1, Securock® Glass - Mat Roof Board or Securock® Gypsum Fiber Roof Board installed pe: manufacturer''s installation instructions. Anchor sheet: GAFGLAS® #80 Ultima' Base Sheet, GAFGLAS® Stratavent® Nailable Vegtinglase Sheet or Ruberoid® 20 Smooth mechanically fastened as described billow. • • • • ' • .. . .. •. 1 •Fastening GAFGLAS`? Ply 4, GAFGLAS® Flex PlyTM 6, GAFGLAS® #7513'a�t: lieet ot'an/ bf above. • • : • Option #1: anchor sheets attached to deck with approved annularring shank Iaits7 and tin Ca s at a • • fastener spacing of 9" o.c. at the lap staggered and in two rows 12;,q.'in the Ae� VI Not for use with DensDeck or Securock Fire Barrier (Maximum Design Pressure —45 psi: See General Limitation #f) • • • • . . . . Fastening GAFGLAS® Ply 4, GAFGLAS® F1exPly'T 6, GAFGLAS® #75 Bese•S1 eet or any of abovg. •„• Option #2: anchor sheets attached to deck with Drill -Tee'" #12 Fastener, D411-TcvTM #14 Yastener and . Drill-Tec" 3" Steel Plate, Drill-TecT" AccuTrac® Flat Plate or Drill -Tee' AcedTfae® • • Recessed Plate 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. I (Maximum Deign.Pressure —45 psf See General Limitation #7) Fastening, GAFGLAS® F1exPly'" 6, GAFGLAS®#75 Base -Sheet. Tri-Ply® #75 Base Sheet or any of Option #3: above anchor 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. Not for use with. DensDeck or Securock Eire Barrier. 1 (Maximum Design Pressure —52.5 psf See General Limitation #7) 1 Fastening Any of the abo4 e anchor sheets attached to deck witli approved 11/4" annular ring shank nails Option #4: and inverted 3" steel _olate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with FL fastener spacing of 9" o.c. in the center of the membrane. ' Not for use with DensDeck or Securock Fire. Barrier (Maximum Design Pressure —60 psf. See General Limitation #7) Fastening GAFGLAS''' #')15 Base Sheet or any of above anchor sheets attached to deck with Drill-TecT"' Option #5: #12 Fastener, Drill -Tee' #14 Fastener and Drill -Tee' 3" Steel Plate, Drill-TecT" AccuTrac® Flat Plate or Drill.-Tec'T AccuTrae Recessed Plate 12" o.c. in 4 rows. One row is in the 2" side lacy. 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) • 1 NO& No.: 14-1030.01 Expiration Date: 11/04/18 Appro' al Date: 05/04/17 Page8 of 31 Fastening (Continued) Any of above anchor sheets attached to deck approved annular ring shank nails and 3" Option #6: inverted Drill-TeeTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. Not for use with DensDeck or Securock Fire Barrier (Maximum Design Pressure —60 psf. See General Limitation #7) Fastening GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill-TeeTM Option #7: #12 Fastener or Drill -Tee" #14 Fastener and 3" Drill-TeeTM 3" Steel Plate, Drill-TecTM AccuTrac' Flat Plate or Drill-Tecem AccuTracg Recessed Plate 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. p(Itfaxinnon Design Pressure —75 psf. See Ge sergi Lfr :itation #7) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ftz EnergyGuardTM Polyiso Insalatir,u, F.rergyGuard"' Ultra 'olyiso Insulation, LncrgyGuard RH Poly�.o I TM Insulation, EnergyGuardT"' RA Polyiso Insulation, EnergyGuard`" R4 Composite Polyiso Insulati'w.. • Minimum 1" thick N/A • • • • • • . N/A ••. EnergyGuard`M Perlite Recover Board, Minimum'h" thick EnergyGuardTM Perlite Roof Insulation Minimum 3/4" thick DensDeck® Prime Roof Board • • • • • • • N/A •....• ..•. N/A ..•• . • • •• .... N/A . • • • ••.. • • • • •� • '1/A • • • . i • • Note: All insulation steal be talli'ad to the anchor sheet ford mopping of approved hot asphalt within tho • EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Stindaft RAR 117 for • insulation attachment. Composite insulation panels may be used as a top layer placediwit:fi the . • •. •. • polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® Strataventa Perforates Venting Base Sheet laid dry or a layer of EnergGuardTM Perlite Roof Insulation, or wood fiber overlay board on all polyisocyanurate applications. Base Sheet: (Optional) Install one ply of GAFGLAS® #75 Base Sheet, Tri-Ply' #75 Base Sheet, GArGLAsx ;41-80 Ultima" Base Sheet, Ruberoid ' Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid` Mop Plus Smooth or Ruberoidk' 20 Smooth, Ruberoid® HW Smooth or Ruberoid HW 25 Smooth directly over the top layer of insulation. }Adhere with any approved mopping asphalt applied within the EVT range and at a rage of 20-40 lbs' /sq. applied in accIrrdance with manufacturer's instructions. (see General Limitation #4). Ply Sheet: Cap Sheet: MIAMIDADE COUNTY APPROVED OR GAFGLAS®. trataventg' Perforated Venting Base Sheet loose -laid dry (not for use with oerlite top lay r insulation or composite poiyiso top layer insulation). One or more plies GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® F,lexPly1M 6 or G.FGLAS"5' #80 Ultima Base Sheet adhered in a fu 1 mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. (Optional) One ply of GAFGLAS® ]Mineral. Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS`'EnergyCap'" Mineral Surfaced Cap Shee: adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per Manufacturer's installation instructions. NOA No.: 14-1030.01 Expiration Date: 11418 Apprdval Date: 05/04/17 Page 9 of 31 . WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum''/" DensDeckTM Roof Board or'h" 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 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 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foan.insnitions when the base sheet is fully mopped. If no recovery board is used the base sheet shall be 3ppleci using sit• mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbonsin three row' pnQ„at • each sidelap and one down the center of the sheet allowing a continuous area of ventilation. encircling ofthe strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross yg•ntiration. halt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems sll&lj be • limited to a maximum design pressure of -45 psf. • • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F1)%aiue of 29S"115M' as tested in compliance with Testing Application Standard TAS 105. If the fastener value, p fi4-tested, are below . 275 lbf. insulation attachment shall not be acceptable. • 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment i%154,sed orl'a minimum • fastener resistance value in conjunction with the maximum design value listed within a specific system'. Sliquid 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 Professional Engineer, Registered 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 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMI 1 ADE COUNTY APPROVED NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 31 of 31 GAF UL Certifications - file:///Users/ClimaxRoofinglnc/Desktop/GAF UL Certifications.html "GAFGLAS® #75 Base. Sheet" or "Tri-Ply #75 Base Sheet" or "GAFGLAS® #80 UltimaTM Base Sheet", fully adhered with hot roofing asphalt. • PIV Sheet: — One or two plies "RUBEROID® Mop Smooth" or "RUBEROID® Mop Plus 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 CoatingsTM TOPCOAT® EnergyCoteTM Roof Coating" or "TOPCOAT® MB Plus Coating".or "United CoatingsTM Roof Mate MB Plus Roof Coating" applied 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 "Tri-Ply® #75 Base Sheet" mechanically fastened. Insulation (Optional): - Any thickness or combination: perlite 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 a tened or fully adhered with hot.f&ting asphalt. • • • '"` Cap Sheet: — Type G3"GAFGLAS® Mineral Surfaced Cap Sheet" or':TILl:ty® BiJF ranu�e•;;• Cap Sheet" or "GAFGLAS® Energy aG p-1197fineral-Surfaced Cap Shee$'. 21. Deck: NC _ Incline: 2 •... •• •. • • • • • • • • • • • • • Barrier Board (Optional): — One or more layers Georgia-Pacific Gyp tam LLC "Der sDeckt••••• Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardVIRoofboard", '. minimum 1/4-in. thick,' or United States Gypsum Co.,"SECUROCK® Roof Board"V- e FR* G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX), minimum•1,21-in. thick . • Insulation (Optional): One or more layers perlite or wood fiber or glass fiber ori•••• polyisocyanurate or'urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Base Sheet: Two plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or one ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80. UltimaT"° Base Sheet" mechanically fastened or fully adhered with hot roofing asphalt or one ply Type G2 "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet" loose laid, mechanically fastened or fully adhered. Ply Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply .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® EnergyCapTM Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. P Class B 1. Deck: C-15/32 • Incline: 3-1/2 Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTM Roofboard", minimum 1/4-in. thick, or. United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX- G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. Insulation (Optional): = One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or' urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. 11 of 194, 1/25/18, 12:54 AM • • 1 4 Owner/Agent's Signa Date G 12t-- I CYO ' Property Address Revised on 7/9/2009 LD;07/01/2015; 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•teaua to be renailed in accordance with the current provisions of Section R4403. (The roll d eckis usuaTly...• concealed prior to removing the existing roof system). • • • . • • • • •.• • • •• •. • 4. ii)W Exposed Ceiling: Exposed, open beam ceilings are where the undetsideaf the rpdf'dttJfing can be viewed from below. The owner may wish to maintain the architectural appMe; thereld&g,• roofing nail penetration of the underside of the decking may not be acceptable. I ispIovides opCon of maintaining the appearance. • t • • • i. • • • • 6. Overflow scuppers (wall outlets): It is required that rainwater flowgofT sd that the.rvof is • no overloaded from a buildup of water. Perimeter/edge wall or other roof extension may blocktlais . • discharge if overflow scuppers (wall outlets) are not provid: .. It may be necess-ry to install overflow scuppers in accordance with the requirements of Sections '1-402, R4403 and ' 4- 3 / 1 Conti i • • • • • - • • •• Signature Date Permit Number •