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RF-18-3170
Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: RF-10-18-3170 Permit IVR Number: 100418 -^L Permit Type: Roof Work Classification: Tile/Flat Permit status: Approved Issue Date:10/16/2018 1 Expiration: 04/15/2019 Location Address Parcel Number 10550 NE 2ND PL, Miami Shores, FL 33138 1122310130550 Contacts FANNY GOMEZ Owner ALPERO GENERAL CONTRACTOR Contractor 10550 NE 2 PL, MIAMI SHORES, FL 33138 ALFREDO PEREZ 6830 SW 104 ST, PINE CREST, FL 33156 Business: 7863577414 LETIMANRI@YAHOO.COM Description: RE -ROOFING WITH EAGLE ROOF TILE AND FLAT Valuation: $ 18,000.00 Inspection Requests:305-762-49Ai9 ROOF HOT MOP. Total Sq Feet: 3,031.00 Fees Amount Application Fee - Other $50.00 CCF $10.80 DBPR Fee $4.88 DCA Fee $3.25 Education Surcharge $3.60 Roofing Fee $275.00 Scanning Fee $12.00 Technology Fee $8.13 Total: $367.66 Building Department Copy Payments Date Paid Amt Paid Total Fees $367.66 Cash 10/16/2018 $367.66 Amount Due: $0.00 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. Signature: Owner / Applicant / Contractor / Agent Date October 16, 2018 Page 2 of 4 Miami Shores VillagE Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33131 Tel: (305) 795.220-1 ., 4PATHING NAILING AFFIDAVIT Fax: (305) 756.897; DATE: ///0 7/a d / 8 ROOFING PERMIT NUMBER: k yc' 1d /2 31 7o JOB ADDRESS: A0 5-5-0Nc PROPERTY OWNER: �i�%N/f/� Z-0/L% CONTRACTOR: /_�L 2 D7-0 QUALIFYER: 1'� L f/lZeoo f%'/Z. c 2 9< LICENSE NUMBER: (?(�2 (_1 19.2 CF/ ej- MAILING ADDRESS: 6 CI DO sct�) �,Z6 Tz.-,"' "14MI , A'G J.?/ 7- I, AC r2�Do ;41_ZCt W_ , certify that the roof sheathing of the referenced property and roofing permit was re -nailed as per and to comply with the Florida Building Code require ents. STATE OF FLORIDA, COUNTY OF MIAMI-DADE Sworn to and subscribed before * this :Z Day of DUFy©E 20 Af (SEAL) y Personally Known or Produced Identification SHEATHING NAILING AFFIDAVIT FORM - Revised January 2018 L eTI ���Q i @ L/A4o �nM Miami Shores Village F—h-T 1 8„ 2018 Building Department BY: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 TI( INSPECTION LINE PHONE NUMBER: (305) 762-4949 (/) / FBC{C20j BUILDING Master Permit No� PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC jHtd0_ ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:)CANCELLATION [:]SHOP CONTRACTOR DRAWINGS JOB ADDRESS: IDS-6-0- AU5 "?, u® pe - Folio/Parcel#: 11 2 231 013 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 'G Oc Phone#: Address: A-0 5� �� "24, �G City: /'`2�5 State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: /� Phone#: 7�6 `779_7 �y Address: �9©� S`j City: X_// 19_4�1 State: �L Zip: 3 3 1 7 s Qualifier Name: A'1_1012czQ0 y� Phone#: ��'� —779 /d_ -3 State Certification or Registration #: �// '3Z �1 Certificate of Competency #: W11f DESIGNER: Architect/Engineer: Phone#: Address: / City: State: Zip: f Value of Work for this Permit: $ ! ' Square/Linear Footage of Work: 3031 Type of Work: ❑ Additiioon_ ❑ Alteration ❑ New Repair/Replace El Demolition Description of work: LSAT %�ol�� .—//i6 i Specify color of color thru tile: Submittal Fee 9d Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ 15co. c-0� TOTAL FEE NOW DUE $ l C (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charge Signature WNER AGENT The foregoing instrument was acknowledged before me this /i day 20 lde b .Y d. Signatur CONTRACTOR The foregoing instrument was acknowledged before me this A� day of c —1" "yam— 20 CS , by � � �1J>✓L�Z who is personally known to % 0 who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: �3-1 me or who has produced as identification and who i e an i .. • JUS, NOTARY PUBLIC: Sign: e at aro�w Print: ii S. .: ,�i:.. l7dstSeal: MA voa x s:*:sss*****:+esr:*.**::.•.. *�*� sssssss*ssss**�.�ssssssssss*ssssss****s*sus*s**s***ss*ss:::.�::::*sss**ss*s** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 'yo r ISER OF THE NOPERTY An, PC Summary Report Property Information Folio: 11-2231-013-0550 Property Address: 10550 NE 2 PL Miami Shores, FL 33138-2005 Owner VULCAN DYNAMIC REALTY FUND LP Mailing Address 175 SW 7 ST 1107 MIAMI, FL 33130 USA 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 2,527 Sq.Ft Living Area 2,186 Sq.Ft Adjusted Area 2,134 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1950 Assessment Information Year Land Value 2018 $193,786 2017i $215,711 2016 $180,349 _ Building Value $154,428 -_......_............. $155,667 $156,904 XF Value $1,926 $1,932 $1,938 Market Value $350,140 $373,310 $339,191 Assessed Value $350,140 $373,310 $339,191 Benefits Information Benefit Type 2018 2017 2016 ......... _..... __ ......_ Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description FIRST ADD TO PASADENA PARK PB 6-82 LOT 6 & N1/2 LOT 5 BLK 14 LOT SIZE 75.000 X 115 OR 20829-2621 112002 1 Generated On : 10/16/2018 Taxable Value Information 2018 2017zz 2016 County Exemption Value $0 $0 $0 Taxable Value $350,140 $373,310 $339,191 School Board Exemption Value $0 $0 $0 Taxable Value $350,140 $373,310 $339,191 City Exemption Value $0 $0 $0 Taxable Value l $350,140 _.w.__............. ..__-- $373,310 $339,191 Regional Exemption Value $0 Taxable Value S350,140 $0 ................................_... $373,310 $0 ___..__....___._....._._......... $339,191 Sales Information Previous OR Book - Price Qualification Description Sale Page Financial inst or "In Lieu of 02/03/2016 $380,200 29954-1694 Forclosure" stated 11/01/2002 $285,000 20829-2621 Sales which are qualified 05/01/2002 $190,000 20406-2784 Sales which are qualified 04/01/1996 $130,000 17156-0714 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 hftp://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 10/16/2018 WARRANTY DEED lras+asrcrat7rrt IarCl.'��iGd Cav Lilian A. Vote;[, i eeq,actr;ni (:cmimeellai i?Ite & E;iafci!rf2S, iah: 5 t_r. jo, MCI I', x)J, acute 3 i.' phi pill RRICIIA yqvvz� "THIS VVA;BRAN I Y DEED mace the �A , dray of tic 0bur 2018 , y VULCAN DYNAN'IIC REALTY FUND LP, a (7elava,3r e. limited Partnershafa , wl"O ,e poSt !; 1.7 SW T'^ Streei .>rIV 1107, Maine FL. 33120, horn naftw r~aped the cgraram to FANNY GOtv EZ a AnWe wommy whwc tat>st cfEcq address is fi6�relr7�lftr;f callt?ri tlae grant��o ;�;w�hc�r'�*vr� us�;ct ftr.•rt�irl the terms �.,irit,r" [3nri ' ,�ar�h�.r�a� vwji,1 to all low - Iftie'; la .iues irrcirt�rrt > ! tisTt aural r�'re,. tu;n„ h qa: "Qar£'.ar.r.ht;ves arrcl cv.sigris of sitlir,tS3i.i',;, tiraa) the ..e1i,t;5�a ..i,�r5 airrC res.s;wis of Cnr=+cir:rti;,n't VVITNESSETH -that Ow graMm hm and A comliTIMMicin of the sum (rt'IT.N l$10 00) GOi..LANS and crttrer 4 3l'.3Yt�rle t�aart�acfierahr±ns, rr (("'Pt whti reof is hereby aclknomdedged, hemny givinN, hmgwn5, staffs, alien .eml,e relea!"us. corweys and ,;onfirrns unto Ihn girwitee all #tlrit (;eft -ON 1x'ndfate :; ,: n hiIAMI C 1ti 1 .. t it Df:' C.owity, Florida, to wit. Lot 6 and thrt Nc,rY'h VS of :.r.,t ), f:3t€, _k 14, Fran°st Addit=tin to f'asadena park— aCC'Oldarsrd fir the plat thorvot, gas rer,ordt d in Flat BOOK 6 Page f Z, of thr F'LlWiz Records; of Mltartti-Dade County, F oin da' Folio I'S 1 1-22314M ;i 05f5g Subject to restrictions, c 3 ,mel-is ;.and lirnitafions r)f record, if ;any, trues for t')t �f=ar 201i1 and ,rfb, atre€rf Yf 3rs ANI arty and all -Hlid :�-ning nrdin a oje,-,. TO HAVE AND 10 -i' } t t, C, thr r�c7rTIL qrr ft,r stm;atta fr;rt?> tar r ± ANn THE GRA14',ro r—, trE .lacy comnants whh Swd Ww*)e that t-he .ea inter is lawitaliy sed of said lantf ah fen to grantor r a.y ��rrrF lr . that tnr,'raartM has ;jMO rgh! and lawful auttr7rtfy to , ejl nr;1 ^c��t7 c , ;rid Brad, that the rrar'icar" `Xere.h'x fttll•y `arraws gm Utic tea sand lane and vv;ll dcf,md tha gnrlie a,d.til;;;t the of Dili G?13r5on, rrr �'"tsar a t t; and that said land Is free of all z?nrumbranct�s, C, Tat `axt ara;rtill, IQ ':;It:rt test'+ljlarrt to DECEMBE R, 1, 201 £f • limit `::i ...� ,�_� . _:� �- IN :^d(F - Et_. WHE-kk0i,the s ift r;r,,)ntr)r ria , igt;cai an(l tftes', pwr if>nls fho day Mfrsd first abt>"e £}it7nigrj fd�l�:d :arxJ ;1c:livC:rfa(t 'n tilt %xa_:.Ftri;;P It t .'iifln t�arYlta =ar�rr nar.rc; Sign Natrnta, do�u u- Print'Nafrre STATE OF f Lorf iE)A a Delaware limited, Partnar:-.htp By L't.il.C:AN IM1i` ES WE IN r PWRT ar RS, Its t; r=rrc f al P iri.nf.r, a Dolwvorp limited Juan P arnon Zw igoz,,i, Prupo-ty I2fahabdil mlart Girf clor i ite or€Ming iras2trtarrierrt was .arknowIecfga, i before rYte this c y ,it Oma ljc:t 2018, by J+sti n R,.wlcxf Zat<agm a, as Properly i2t.r;<ft ilital!car Dirf+t1w of Vulcan Irtve raf r:t F' ar tier Lt C;, 3 Uel ov, srfa iiLru;r.ci Labir;ty Utatnanv, General Party:rr of i7ULC;AN LiYNAMIC.`, REA[.T'`t F C;t< D LP', �t DcI aAarc, Imutted paritlefStrita, cart behalf of, the who is persurtrai,y known to me ni wtrca hn.,: farcada s�r�ti �s Notary F'cib= ., att+ Cif r Itti�tia al t�arclf�s MY fax;ai( ;; - 2 +,.$ta!P nt f ar i Cl;+l t>t r}• F'tr �I.r, Commission N GG 16,9751 Nty Corm, Ission Expires 11 Decembet 17, r021 OCT _ 71 R e Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Master Permit No. Section A (General Information) Process No. contractors Name A-,AE/La �E-���/IA� L�v�r�Ac��-a e /A/C? : Job Address lOS� NC� 5 ...... .... L�'J'l.ow Slope ❑ Asphaltic Shingles ❑ New Roof ROOF GAEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles s� Mort�dAdlieslvd S'bt'flle ❑ wood$hhTgles/9hnk@s .. .. .. . ❑ Proscriptive BUR-RAS 15o •Are•there . Gag Ven; Stacks? • Yesjl, No ROOFTYPE Type: Natural❑ DPW I(d'Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated oressure zones and lncannn of nsoranetr C■/ ■ CC_._�C��....■■CL��■■.......■■..�ii'i�i�ri..■.C;■"i ii .■■rr, �./■■■/■■i■/■ems ■■■■ ■■i ■i■■ ■ /■ i i � i. ■ iCC � LCCL C . . . ...... . . ... r r /■■■■■�i■ ■ CCC ► CC�$C C C ■ ii CCCaCm iC ..■■■ iC" '' C'CC i '�C i■ CEC._ C iC.■ C CC CCC ■"' E' ■■ • l: ,��C�Cr■ � E i ■�■iC■■�i■ C ■i■ ■C � C ■ ■ ■i ii���l . C � _�CCCSCC��CCCC � ��■..i■■�■��■�� C ■ ■.CCCS■CC■ ;CC �i '"'N r! ■UGC■ r iC�■�.� ' ■ _ �GG.0 G" CCCCCeeC_CEEC CCC..... C C � ■C l Omani MIN=.E 's U, ZC � ■ k_■ ; c 3i n ` In row an - - _■ C� . ;.0 ME . C■ .so�■ �n CCC ■ � ■.�■■■ C� IN r i CC ■ itr� ��.CC■C�r CC■i i : i—i C'C ■ iC ■ i i C iC ■ rrr ■Rn C■ ■■ �CC � A ON :TAN C ■ EC' rr �' ■ R �1rar"� �► iC■ iC ■ ■ ■)I �I ■ C � C ri n t��:�ii ��i i F I "'123_01�48 1/18 PAGE 2 W Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steed Sloped Roof System) Roof System Manufacturer: 4 A, . Notice of Acceptance Number: �1 .....• • • •. • • ...... Minimum Design Wind Pressures, if Applicable (From RAS 12T•or"Caic"laf)ons): ...... .... . Maximum Design Pressure . •. • From the NOA Specific System)-- . " ' • Method of the attachment: Steep Sloped Roof System Description Deck Typ Roof Slope: -3 :12 Ridge Ventilation? 11/4 a: Jndedayment: Mean Roof Height: / t)/v Type & Spacing: q iesive Type 2 ,Pa- Y �20 ype Cap Sheet: 7-0 ��us oof Covering: Type ill Size Drip Edge: 123 01-48 1/18 PAGE 4 Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tale systems, choose either Method 1 or 2. Compared the values for Mtwith the values from M r. If the Mt values are greater than or equal 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 1173 : • • • • (Pt: z x 0..11Z m .Z , 7.L _ g: 4. / S K, M 4.a7 NOAItIII•_ b•/ •••• (P2: z;.!e- = 2./7— mg: 6.G5" _ 6-.2 NOAni• '• (Ps'f/(..t z a D. 2b'.Z )— Mg: l.(� = h6 26_/.Z NOA D'ft* 741 :...:. Method 2 "Simplified Tile Calculation Per Table Bellow.... : Required Moment of Resistance (Mr) From Table Below NOA 1Nr... . Mr Required Moment Resistance* • • • Hole"Mean Rig? — Rea Slope 115' 20% 25' 30' • " 4 , 742.2 2.2 2 30 .1 37.3 5:1 30. .8 .S 25.4 28.0 :12 .8 27.1 26.2 0 *Must be us!04n conjunction with a list of moment based the systems endorsed by the Browar�_"nnty Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for Fr 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 Cal ons Per PAS 127" (Pi: z 1: m z w: _ a — W: cos 0: = Fri: NOA F' (P2 : z l: z w: _ �.) t�V: z cos 0: = Fr2: NOA F` (P3 : z l: _ = w: — _) — W: z Cos 0: = F,3: NOA F' Where to Obtain Information Dest—H tion Symbol Where to find Design Pressure PI or P2 orP3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope g Job Site AeroOzuunknul ' lier NOA Restoring Moment doe to Gravity NOA Ariachmaot Resistance Mr NOA Moment Resistance K Calculated Miu mum Attachment Resistance F NOA Required Uplift Resistance T, Calculated Avers eTileW ' NOA Tile Dimensions F kngth wg width NOA All calculations mast be submitted to the Boil Official at the rime o lication. .... . • ..... 123_01-48 1/18 PAGE 5 51o:-ida 8uii&ng Code 2010 Edition- 4j10 Veao+:Is��! Hurricane ollee AUrfforg—ii Rerii,it Applllcatkiii coin, mygi FR. in SPOafc, Roes al-V Wei?'I iti�?fE's3FI+�v Sl:a1 (If a convonen is not used, identify as `NA') System m2nufacturar. GAF Materales Corp. 1140A No.: I q — 1030. 01 Desgr. \mind Pressures, From RAS 126 or Calculations: Pnj,xj:42.8 Pmax�. 71.7 r maa:3: 108.0 Max Design Prss�ura, From the Specific ivOA Deck. ypc:__.__PlywOod Gau4L1e:rfhicl:r.?ss:_ 5/8 Slope: 1 /4 Anchor/Base Stvei o. of Pl;,(s): N/A AnchorrBase Shset ' NIA er,'Bond,ng Material: insulation Base Layer: N/A Bass !nsulatlo:- Size and Thin ness:_ NIA_ Bass lnsulaticn Fastaaar/BN/drgJiater:.ai: ^�T A Top insristio-: Eder :_ N/A 4p lnwlation Size and N/A Top insulation Fsstene/Banding Material: Bese shaet(s) ,s NO. T. PIyE,): 1 #75 Sass Shest Fastener/Bonding iVatcrial: 1 -NIR Tin ('.an 1 1I4 R 4 hWS.. Ply $!76@t{Sl_G No. o'Piy(S"' 2 JRly Ply Sheet FasteneriSondirg,i<atar l sit type1\1 ply- Cap Sheet. Too Ply Fasi_neri Bonding i Ante: ial: Hot MW AWj�i -- — Suefadng:_Granulate — . pa-st'L ne '1M.'�p--acip7tl rv: 1aCflchorP a.se 8"ha31's1 A r'hu a k • • FiGIC.: 9 cc tad, P.�+r� _ - oc ...... Penmeier: 6 ' oc Cater. 6 o : Q CM V" r 4.._ C�'.-6..._v C4 ....: ur:ba7- Faa' s Par t:istf 'Rion • • • • • Field n/a P i�e� 1:11a— ur sir _n/e3— • • . . . . ...... �i6°_tE+c nth 9 Gr"Gw :S MOW and i • • • • aa \NoodNackVng, Gutter, Edge • •Tgrminaflon,, Stripping, ; 18Shing, Continuous Cleat. Cant Strip, Base Flashing, Counter. Flashing. Coping, E w 9 1 .ate::Aeara Roof Height, Parapet Heigh,,, Height of Base Flashing, Component Nlstsrial, Material Thickness, Fastaver Type, :-astsrser Spacing or Submit Manufacturers Details that Cumply veNi RAS 111 anal Cljapter R3. ly T. ! . Para;�ei 10r !Oeun Roof i :height TGDY.R25992 Prepared Roofing Accessories Page Bottom Prepared Roofing Accessories :...:. See General Information for Prepared Roofing Accessories • • • • • • • • • • • • • • • • POLYGLASS USA INC . . � R .. 1111 W Newport Center Dr �` ••:�•. Deerfield Beach, FL 33442 USA • • • • • • Asphalt underlayment accessory, "Polystick MTS", "Polystick MTS Plus", "Polystick�MU-X" and "Xtraflex VTU", lelf-6ghering, �"Q(ZUed bitumen membrane for use in the installation of Class A asphalt glass fiber mat shingles and Class C asphalt organistoibsaingles. Last Updated on 2015-05-07 �.. : • • • : • �: Ouestions? Print this page Terms of Use Page Top ©2016ULLI The appearance of a company's name or product in this database does not in itself assure that products,so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow-U► Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice the following format: "© 2016 UL LLC". 0 s 0 TGOY.GuideInfo Prepared Roofing Accessories View Listings Paoe Bottom [Roof -covering Materials] Prepared Roofing Accessories:• ...... .... See General Information for Roof -covering Materials GENERALOf • • •••••• This category covers materials intended for use as an accessory component of a reared roof -covering sy ' ' ' ' • g ry ry p prepared g system. These prepared roo�in� accessories have been investigated as to external fire exposure when applied in accordance with instrdctiotl5 included With the prepWild Zdbfinc •••••• • These accessories are intended to be Installed in accordance with the application instructions included:ith'thi basicprepared roof-ppY,u material. fees** Where indicated in the individual certifications, certain products have been investigated in accordance With ASTM DgSY14 tandard Specification for Underlayment Felt Containing Inorganic Fibers Used in Steep -Slope Roofing." . • • Also, where indicated In the individual certifications, certain products have been investigated in accordance with ASTM D226, "Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing." Also, where indicated In the individual certifications, certain products have been investigated in accordance with ASTM D4869, "Standard Specification for Asphalt -Saturated Organic Felt Underlayment Used in Steep Slope Roofing." The following product identity appears on the product: Prepared Roofing Accessory PRODUCT IDENTITY ADDITIONAL INFORMATION For additional information, see Roof -covering Materials (TEVT) and Roofing Materials and Systems (AARM). REQUIREMENTS The basic standard used to investigate products in this category is ANSI/UL 790, "Tests for Fire Resistance of Roof Covering Materials" (ANSI/ASTM E108). Where indicated in the individual certifications, certain products have been additionally investigated to ASTM D6757, "Standard Specification fc Underlayment Felt Containing Inorganic Fibers Used in Steep -Slope Roofing," and/or ASTM D226, "Standard Specification for Asphalt -Saturate Organic Felt Used in Roofing and Waterproofing," and/or ASTM D4869, "Standard Specification for Asphalt -Saturated Organic Felt Underlayment Used in Steep Slope Roofing." UL MARK The Certification Mark of UL on the roll, package or container is the only method provided by UL to identify products manufactured under its Certification and Follow -Up Service. The Certification Mark for these products includes the UL symbol, the words "CERTIFIED" and "SAFETY," the geographic identifier(s), and a file number. Additional Certification Markings Products covered under this category are additionally marked with the following information: AS TO EXTERNAL FIRE EXPOSURE WHEN APPLIED IN ACCORDANCE WITH INSTRUCTIONS INCLUDED WITH THE PREPARED ROOFING One or more of the following statements may be included as applicable: * I or II as determined by ASTM D226 ALSO CERTIFIED TO ASTM 06757 ALSO CERTIFIED TO ASTM D226, TYPE * ALSO CERTIFIED TO ASTM D4869, TYPE ** ** I, II, III or IV as determined by ASTM D4869 IYiFU.R1306 - Roofing Syctents The use of polystyrene Insulation board between minimum %.in. thick periite board and deck with rosin paper (perlite/rosin paper/polystyrene/perlite) is a suitable alternate for polyisocyanurate board In the following Class A, B or C systems. EnergyGuerd RA' or 'Tapered EnergyGuard RA" or 'EnergyGuard Composite RA' may be substituted for any Atlas polylsocya n u rate Insulation In any of the following Classifications. F Trumbull "Perms Mop" may be utilized with any of the following 'Asphalt Felt Systems with Hot Rooting Asphalt'. GAFGi,AS a80 Premium Base Sheet may be used In any of the following systems. "GAFGLAS Flex Ply 6' and `Tri-Ply Ultra-Flexlble Ply 6' are suitable alternates to 'GAFGLAS Ply V. "GAFTEMP Permalite Recover Board" may be used In lieu of any perlite insulation In any of the following NC ClassificatiQ11% Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Aspheir may be surface;,ytifh ':ireshlel4 ffl.- at 2Yr to 3-gal/100-W. •••••• +••••• i � c. a Class A, B and C •••••• • : Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. •0000 • ..... 'Ruberold Heat Weld' SBS roofing membrane may be used in lieu of "Ruberoid Mop" SOS products in an"appilcabte Classification_ • 0 • • • Class A •• •• •• • • .•�• 1. Deck: C-15/32 Incline: Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or poly lsocydhy;fte;r urethane or • '• • • • partite/polyisocyanurate composite or perlite/urethane composite or wood fi ber/polyl socya n u rate composite or pSiepn�1C, any • I • thickness. • • • Ply Sheet: — Three or more plies Type G1 or 'GAFGLA$ Ply 4' or 'Tri•Ply Ply 4" or "GAFGLAS Ply 6" hot mopped. Surfacing: — Gravel. i'. 2. Deck: C-15/32 Incline: 2 Insulation (Optional): — One or more layers perllte or wood fiber or glass fiber or pvlyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/potyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 or "GAFGLAS Ply 4' or " Tri-Ply Ply 4' or 'GAFGLAS Ply 6'. , Cap Sheet: — One ply Type G3 'GAFGLAS Mineral Surfaced Cap Sheet" or 'Tri•Pty Mineral Surfaced Cap Sheet'. 3. Derck: NC Incline: 2 Insulation (Optional)l — One or more layers perlite, wood fiber, glass fiber, polyisocya n u rate, urethane, perlite/polyisocyanurate composite, perlite/urethane composite, wood fiber/potylsocyanurate composite, phenolic, 2-in. maximum. Ply Sheet: — Two or more plies Type G1 'GAFGLAS Ply 4' or `Tri-Ply Ply 4`, 'GAFGLAS Ply 6'. , Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet' or 'Tri-Ply Mineral Surfaced Cap Sheet'. r 4. Deck: NC Incline: 1/2 Insulation: — One or two layers "Isotherm R", any thickness, hot mopped. - 4 _Qty,Sjlp4t =A_y UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C-15/32 Incline: 1 Slip Sheet (Optional): -- Red rosin paper, nailed to deck. t� Base Shoot: — One ply Type G2 "GAFGLAS #75 Base Sheet" or'Tri-Ply x75 Base Sheet' (may be nailed). Ply Sheet: — One or more plies Type G1 'GAFGLAS Ply 4" or "Tri•Piy Piy 4' or GAFGLAS Ply 6". Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet' or 'Tri-Ply Mineral Surfaced Cap Sheet". ,. 6. Deck: NC T '� Inslin8• Base Sheet: — One ply Type G2 "GAFGLAS s75 Base Sheer or "Tri-Ply 975 Base Sheer. Ply Sheet, — One or more plies Type G1 'GAFGLAS Ply 4' or 'Tri-Ply Ply 4- or 'GAFGLAS Ply 6`. Cap Sheet: -- One ply Type G3 'GAFGLAS Mineral Surfaced Cap Sheet' or "Tri-Ply Mineral Surfaced Cap Sheet'. 7. Deck: C-15/32 Incline: 2 lx' Insulation: — One or more layers partite, glass fiber, polylsocyanurate, urethane, perlite/potylsocyanu rate composite, perlite/urethane composite, phenolic, 1.0 in. min (offset a minimum of 6-1n. from plywood deck joints). Base Sheet: — One or more piles Type Gl or Type G2 or Type G3. Membrane: — One or more piles 'Ruberold Torch Smooth' or 'Ruberoid Torch Granule" or 'Ruberoid Torch Granule Plus" or 'Ruberold Mop Smooth" or 'Ruberold Mop Granule' or 'Ruberold Mop Pius Granule' or "RoofMatch SOS Modified Granular' or http;r': daubase.uI.com�...tang-Sysiem-@valid-107-t35193Xc fgid-107374182a&vctsion-,t cnionici%&Parent_id-1073993597&wquetko-l19.25.-200R 9.26: i R ANI) Miami Shores Villag Building Departmen 10050 N.E.2nd Avent, Miami Shores, Florida 331; Tel: (305) 795.22C • Fax: (305) 756.89 i ...•.• . . . . ...... OWNERS'S AFFIDAVIT OF EXEMPTI •::::• ...::. ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT•EOWEXISTIN(I SITE.': .... BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. • .... .. . ...... • • •1 • •••••• To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave • Miami Shores, A 33138 Re: Owner's Name: PropertyAddresv: — /)E ly-%(4 o4 ly, S k)OJe-f J71 33l 3C Roofing Permit Number: Dear Building Official: r certify that I am not required to retrofit the roof to wall connections of my buildi because: he just valuation for the structure for purpose J p pose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) x wAtivy 601W t Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this _ -5� day of 0 �+'"� Now+rR ' Sfi rarb,ws Notary Public, Sate of Florida at Large; When the just valuation of the structure for purpose of ad valorem taxation is equal to or m4than $300,000.�0, and the a 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 'Miami Shores Village 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 HVXUj0ANEMC0GATiQ.N;:• RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL SZ&TURJES•EURSI# fl9,: . ...... .... . ..... TO SECTION 553.844 F.S. ...... .... ..:..' .. .. j .. . ...... To: Miami Shores Village Building Department Date: f • •••••• 10050 NE 2nd Ave : �•. • :000•: Miami Shores, FI 33138 .. . 4,00006 0 • .. . Re: Owner's Name:ti�`�� Property Address: ����-5 �%-� �;�,,-° Roofing Permit Number: Dear Building Official: certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structure as adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. Signature State of Florida County of Dade Print Name The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this �`� day of ` 20 1'f _ Notary Public, Sate of Florida at Large (SEAL) �L COMPLIANCE Revised on 5/21/2009 M�IAMMQADE MIAMI-DADE COUNTY 1Zi m 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.aov/economv Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 •..•.• SCOPE: • This NOA is being issued under the applicable rules and regulations governing the use of constwyon ma&,rWF..The ...... documentation submitted has been reviewed and accepted by Miami -Dade County RER-ProduotLantrol Section to be. used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdictjen f A.HJ). : 6 0 6 0 This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Ec4d a Control.$gction (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve theci* to haveAkis : ...... product or material tested for quality assurance purposes. If this product or material fails to pgrfetm n the accepted • manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mojlify. pr • • • • • • suspend the use of such product or material within their jurisdiction. RER reserves the right Co ralbke this'acceptance,;....; if it is determined by Miami -Dade County Product Control Section that this product or material Tails to mod The • • requirements of the applicable building code. • This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Medium Profile Concrete Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been 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.17-0822.14 and consists of pages 1 through 7. 6q�c.e The submitted documentation was reviewed by Freddy Semino � NOA No.18-0509.19 MIAMFDADE COUNTY Expiration Date: 10/05/21 • • • • e Approval Date: 06/14/18 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 1. SCOPE: Roofing Roofing Tiles Concrete This approves a system using Eagle Roofing Products Medium Profile Concrete Tile, as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For use in locations where the pressure requirements, as determin jd byVplicafile Building• • • •: - Code, do not exceed the design pressure values obtained by calculations in codhpliatice wjj11?A.S 127 •. ... using the values listed in section 4 herein. The attachment calculations shall be. or+e..as. a mome.n based...... system. • • • • • • 2. PRODUCT DESCRIPTION: .... . ..... • ...... .... ..... Manufactured by .. .. .. . ...... Test Pro�r • • • • Applicant Dimensions Specifications Desc4ptibn. .... ; • Medium Profile Concrete Lenght = 17" TAS 112 Low profile, interlocking, higlf 4pressure extruded ;....; Tile Width = 12 '/z" Type ] b concrete roof tile equipped 1vitfi three4ndoUele 0 • Thickness='/2" Class III and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces Lenght = varies TAS 112 Accessory trim, concrete roof pieces for use at Width = varies hips, rakes and ridges. Manufactured for each tile varying thickness profile. 2.1 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Construction ERPF-001-02-02 TAS 112 Aug. 2006 Materials Technologies 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 Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) NOA No. 18-0509.19 Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 2 of 7 Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. MtAMFDADE COUNTY • • Letter Dated Aug. Wind Tunnel Testing 1, 1994 TAS 108 (Nail -On) 224-47099 Physical Properties TAS 112 25-7094-1 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction) 25-7094-7 Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) 25-7094-4 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Project No. 307025 Wind Driven Rain Test #MDC-76 TAS 100 25-7183-1 Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Direct Deck) 25-7183-2 Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Battens) 25-7214-2 Static Uplift Testing 25-7214-6 TAS 102 (1 Quik-Drive Screw, Direct Deck) (1 Quik-Drive Screw, Battens) 528454-2-1 Static Uplift Testing 520109-2 TAS 101 Evaluation Two Patty Adhesive Set System Calculations Evaluation 25-7183 Calculations Evaluation 25-7094 Calculations Evaluation 25-7496 Calculations Evaluation 25-7584 Calculations 25-7804b-8 25-7804-4 & 5 25-7848-6 Calculations Aerodynamic Multiplier Calculations Restoring Moment Due to Gravity Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 • • Oct. 190Y • • • ...... .... •• •Vct.1992r:'. • I•'teb. 19,95 • Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 April 1999 March 1995 February 1996 April 1996 December 1996 Sep. 2006 Sep. 2006 NOA No. 18-0509.19 Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 3 of 7 ATL of South Florida RT1211.03-15 TAS 112 12/17/15 ATL of South Florida RT0706.02-17 TAS 112 09/25/17 DAPF-00 1 -02-04 TAS 101 (2 PD) 11/30/17 PRI Construction DAPF-003-02-01 TAS 101 (LRG) 04/06/18 materials Technologies DAPF-003-02-03 TAS 101 (MED) 04/06/18 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 .4; 106 s%all be ....:. required, refer to applicable Building Code. • • • • • • • 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to4*t b V qua4gr y:gst in • • accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Mianti 19'lde County Product •. •'. ••• Control Section for review. ••••••• • ••••• 3.4 Minimum underlayment shall be in compliance with the applicable Roofing A lic t s tandarJs listed ym p pP g pP 14'1.� .' section 4.1 herein. . . � 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unUst'st4ted 0 , . • , . • 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. 3.7 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. 4. INSTALLATION 4.1 Eagle Roofing Products LLC, Medium Profile Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (lbf) Length -I (ft) Width-w (ft) Medium Profile Concrete Tile 9.5 1.417 1.04 Table 2: Aerod namic Multipliers - ft3 Tile Profile X (ft3) Batten Application X (ft3) Direct Deck Application Medium Profile Concrete Tile 0.305 0.282 Table 3: Restoring Moments due to Gravi - M ft-lb Tile Profile 311:12" 4":12" 5":12" 6":12" 7":12" or greater Medium Profile Concrete Tile Battens Direct Deck Battens 1 Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.30 6.65 6.21 6.54 6.08 6.41 5.93 6.25 5.77 6.08 NOA No. 18-0509.19 MIAMFDADE COUNTY Expiration Date: 10/05/21 • • Approval Date: 06/14/18 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Medium Profile 2-10d Ring Shank Nails 27.8 37.4 28.8 Concrete Tile 1-10d Smooth or Screw 8.8 11.8 4.1 Shank Nail 2-10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 . 22.9 2 #8 Screw 47.1 47.1 . : *41.14 . 1-10d Smooth or Screw 24.3 24.3 .. .24.2 Shank Nail Field Clip)...... '....' 1-10d Smooth or Screw 19.0 19.0 •••... 22.1 Shank Nail Eave Clip) e•.. e . 2-10d Smooth or Screw 35.5 35.5 'see*' Shank Nails Field Clip) • • • ... .. o o . 2-10d Smooth or Screw 31.9 31.9 so'**' .3 .2. Shank Nails Eave Clip) • • • • • • • ..e... 2-10d Ring Shank Nails' 43.0 67.5 • • 50.9 . 1 Installation with a 4" the headlap and fasteners are located a min. of 2%"from head of tile. . . . Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Medium Profile Concrete Tile Adhesivez 2 See manufactures component approval for installation requirements. 3 The Dow Chemical Company TileBond Average weight per paddy 11.4 grams. 26.1 4 ICP Adhesive Pol set ® AH-160. Average weight per patty 8 grams. 26.1 5 DAP Foam Touch N Seal StormBond 2 Roof Tile Adhesive. Average weight per paddy 8 grams. 101 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Medium Profile Concrete Tile Adhesivez 2 See manufactures component approval for installation requirements. 3 Large paddy placement of 54grams of ICP Adhesives Polyset® AH-160. 86.61 4 Medium paddy placement of 24grams of ICP Adhesives Polyset® AH-160. 45.5 5 Medium paddy placement of 26.6 rams of DAP Foam Touch N Seal StormBond 2 Roof Tile Adhesive 54 6 Large paddy placement of 55.5 rams of DAP Foam Touch N Seal StormBond 2 Roof Tile Adhesive 61 NOA No. 18-0509.19 Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 5 of 7 Table 7: Attachment Resistance Expressed as a Moment - MI(ft-lbf) for Mortar Set S stems Tile Profile Tile Application Attachment Resistance Medium Profile Concrete Tile Mortar Set' 20.60 1 Tile-Tite Roof Tile Mortar. •. •. •. 5. LABELING: ' • •' : 0000 • • All tiles shall bear the imprint or identifiable marking of the manufacturer'sp4"or logo (+See Detail Below), or following statement: "Miami -Dade County Product Control Approved". • . :""•: 0000 00000 •• .• .• . ...•.• • N � • ' . . ass .•'. •• . :"": i■�A ii�W�r�r — •• • (LUUATED ON UNDERSIDE OF 7 ILE) rI . EAGLE FL (LOCATED ON FRONTSIDE OF TILE) MEDIUM PROFILE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT NOA No.18-0509.19 MAMFDADE COUNTY Expiration Date: 10/05/21 • • Approval Date: 06/14/18 Page 6 of 7 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 AHJ or applicable Building Code in order to properly evaluate the installation of this system. PROFILE DRAWING ...... NAIL HOLE .... MEDIUM PROFILE CONCRETE ROOF TILE END OF THIS ACCEPTANCE i� NOA No.18-0509.19 Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 7 of 7 MIAMMADE ME 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.Qov/economy Polyglass USA Inc. I I11 W. Newport Center Drive Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of conk �e� pion materials. The • documentation submitted has been reviewed and accepted by Miami -Dade County RER - Prodyget.Controj Section to tr • • • ; used in Miami -Dade County and other areas where allowed by the Authority Having JurisdietiQu (AHJ).:""' ..... ...... .... ..... This NOA shall not be valid after the expiration date stated below. The Miami -Dade Count .> foq*00l t Coft9g6l•Sdction ...... (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve tko right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accrted .... • manner, the manufacturer will incur the expense of such testing and the AHJ may immediat4$y rptQke, modify, or :....: suspend the use of such product or material within their jurisdiction. RER reserves the right tb'revbke this tcbptance if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet th;e requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.15-0410.04 and consists of pages 1 through 8. Pot yc; c.v rs The submitted documentation was reviewed by Freddy Semino., &-4 U�Ee[Al� NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 ROOFING COMPONENT APPROVAL Category Roofing Sub-CateEory: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Descatioy : • • • • • • • • Polystick IR-Xe 65' x 3'33/$' ASTM D 1970 A fine granular/sand top surfaa-sel;` adhe� ng,-VP • Manufacturing Or 65' x 3' polymer modified, fiberglass f0it>f8fted, bitUMitious • • • • • • Location #1 & #2 60 mils thick sheet material for use as an Ader'llNent in Aped root....: assemblies. Designed as an ise Y rim shisolde • : • Polystick Dual Pro 61' x 3'33/8" TAS 103 and A rubberized asphalt self-adhtfW, glass-fll5djPglyeste"t• • • • • Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a • " • : • ...... Location #2 metal roofing and roof tile underleyorrent. • • • 0 • Polystick Tile Pro 61' x 3'33/8" ...... TAS 103 and A rubberized asphalt self-adhgrine, glass-fiber/polyest4, •..; Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed'as a me&l .. Location #2 roofing and roof the underlayment. Polystick TU Max 65'8" x 3'3-3/8" TAS 103 and A rubberized asphalt self -adhering, polyester reinforced Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a roof tile Location #1 & #2 underlayment. Polystick TU P 32'10" x 3'33/8" TAS 103 and A rubberized asphalt waterproofing membrane, glass - Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced, with a granular surface Location #2 designed for use as a tile roof underlayment. Polystick TU Plus 65' x 3'33/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Manufacturing roofing and roof tile underlayment. Location #1 & #2 Polystick MTS 65'8" x 3'33/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefrnic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick MTS Plus 65'8" x 3'33/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefrnic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32'10" x 3'3 %" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location #2 use in roof rile underlayment systems. NOA No.: 17-0614.22 MIAMFDADE COUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test Aaencv Test Identifier Test Name/Report Date Trinity I ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 0413/09 P33360.06.10 ASTM D 1970 : * b3%1/10 P33370.03.11 TAS 103 • • • 691'42,/1 I P33370.04.11 ASTM D 1623 "':" '04)26/11 P36900.09.11 TAS 103/ASTM D4798 �c�Utf�� 0/01/11 P37300.10.11 TAS 110/ASTM D4798 &IPJ270 ; • i9f19/11 P40390.08.12-2 ASTM D 1623 ...... Q$407/12 P37590.07.13-1 ASTM D6164 ..'..' '.0742/13 P45270.05.14 TAS 103, TAS 110 & ASTMD46-23 06/12/14 P46520.10.14 ASTM D 1623 j Ql(j�/14 P44360.10.14 TAS 103 & TAS 1 W .'. 10/07/14 P43290.10.14 ASTM D 1970 & TAS rr0 .' 1071.7/14 PLYG-SC10130.06.16-3 TAS 103 & TAS 110 b6727/16 PLYG-10130.06.16-1 ASTM D1970 & TAS 110 06/27/16 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798 & G155 07/06/09 Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798 & G155 04/01/08 RX 14E8A TAS 103/ASTM D4798 & G 155 11 /09/09 DX231)8B TAS 103/ASTM D4798 & G155 02/18/10 DX23D8A TAS 103/ASTM D4798 & G155 02/18/10 LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 17-0614.22 MIAMFDADE COUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type lI or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polysiick-ft Mal, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Ply,,,*s; j adheied� • Surfacing: See General Limitations Below. • • • • • • • Deck Type 1: Wood, non -insulated .. .. .. . ...... Deck Description: Min. 19/32" plywood or wood plank ...... .' System Type E(2): Anchor sheet mechanically fastened to deck, membrane adhered • • ; • 000000 :00Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626. '..' .. ; •"'; Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" IT&d-lap. (for base sheet only) Membrane: Elastoflex S6 G, hot asphalt applied Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. NOA No.: 17-0614.22 MIAMN]ADECOUNW Expiration Date: 09/13/21 PPROVE- Approval Date: 07/06/17 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable bu i ldinj code. 4. When applying the membrane in the valley, start at the low point and work to the high pgft rolling the06 •' • •; • membrane from the center outward in both directions. ."". '. ...... .... ...... 5. For ridge applications, center the membrane and roll from the center outward in both4j44jpns. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, vi tlg spec:%l atteption • • to lap areas. •••• ••••• 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assern jV qupent Pmduct Eontro�lo 0 0 0 Notice of Acceptance. • 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape• shall be • • • • • pressed in place and formed around the protrusion to ensure a tight fit. A second layjr o f flplystidk shall be • • • applied over the underlayment. .' •. •. • GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Polystick MTS Plus may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Ex osure Limitations (Days) MTS IR-Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven FL 180 90 180 180 180 180 180 180 180 Hazelton, PA N/A 90 N/A 180 N/A I N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 Rule 61 G20-3 of the Florida Administrative Code. 8. In roof rile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof rile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) • Tile Polystick Elastoflex Polystick TU Plus, Polystick Polysfiiek• Systau kU) Profile MTS S6 G TU P, Tile Pro, TU Max MTS Phn • MT94�kw with Dual Pro • • • • • TU Plus Flat Tile Prohibited 4:12 6:12 6:12 5:12.... ; -& t2 - without battens ..... .... • Profiled Prohibited 4:12 6:12 6:12 4:1Q. 4ir 12: Tile without battens • . . . . ...... The above slope limitations can be exceeded only by using battens in accordance witl�the.ApproverrTNSystern Notice of Acceptance and applicable Florida Building Code requirements. When battens are requiradj kTy shaft be utilized during loading and installation of tiles. • • • 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure — two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for all underlayments except Polystick MTS which shall be loaded onto battens. W a 0 N f0 M11 i1i mil POLWBCKTU Rus NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. • • POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK M6 X6MBRMVr,'' • • • PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPEGW4C APPLWATIONS. ; • • • • LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMUNDATIOW • . •.. • •••••• • 1. Polyglass does accept the direct application of Polystick underlayment membranes to Wodd decks. •HtStalters are • • • • • cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acrceptable. • • Please also refer to applicable Product Data Sheets of the corresponding products. • • • • .:. """ 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edgVseatn as pp f oiyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1 %" metal disk as required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of T712" or greater. It is suggested that on pitch/slopes in excess of 6'/4"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. S. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures askIli$ed by ...... the National Roofing Contractors Association (NRCA). • • 0000 • ...... •••• •••••• PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPEQWC APPLICATIONS. : • • • •: • • POLYGLASS LOCAL CODES MAY SUPERSEDE REQUIREMENTS AND RECOM CA14DATIOW END OF THIS ACCEPTANCE :..:.: •. •096 • NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 z �M�dA}�M;ryI 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 4416 Street Coral Springs, FL. 33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction aiaterlals. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product ControCSOM n to be. • . used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (A;U). • • • • .' This NOA shall not be valid after the ex iration date stated below. The Miami -Dade Coun 4 P%4uct Contr 1 Sectio P� � Q 11 . (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the•right to haae this product• • • • or material tested for quality assurance purposes. If this product or material fails to perform up the acceptZ manner, the... • manufacturer will incur the expense of such testing and the AHJ may immediately revoke, higdifx, or sn9pend the use.:..' of such product or material within their jurisdiction. RER reserves the right to revoke tliit acceptance,:if it is, • • •. determined by Miami -Dade County Product Control Section that this product or material fans i41deet the requirements • of the applicable building code. ""' • This product is approved as described herein, and has been designed to comply with tha Florida Building Cow • • • ; including the High Velocity Hurricane Zone of the Florida Building Code. 0 • •' •' DESCRIPTION: ICP Adhesives Polysee AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. CMLLAMADE COUNTY NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 Product Dimensions Test Specifications ICP Adhesives N/A TAS 101 PolyseeAH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPacV N/A 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: 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: • ProductoDemintion *600 • • .....+ .... ..... Two component poly=Avne fA4 Mhesivi • .. .. .. . ...... Dispensing Equipmen ..: % Dispensing Equipment•. • ..+... ...... 06000 • 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 the adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Prove 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 @ 40' 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 WMMFDAME C� Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test ALencv Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94-060 257818-1PA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB-589-631 9637-92 01-6743-011 01-6739-062b[1] 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Report TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 ASTM E 108 ASTME 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 04f!***' 1 U/I619F1 0 V V1S .0:0 03/1144/96 04/ 18712 01/.W12 10/23/98 12/28/98 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 the 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 6y IC%Adhesives and • •' •: • Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicatoro & autivi;nK havmg • • • • jurisdiction. ****Go • 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is reg iteqbefoq appVfation• • of any adhesive. The mix ratio between the "A" component and the "B" component shaft bt'• maintained between* • ; • • • 1.0-1.15(A):1.0(13). •••••• '••• ••••• .. .. .. . ...... 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser.RTFI000 or ICP. Adhesives ProPack® 30 & 100 dispensing equipment only. ...... 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. • • • :....: 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP jWso*ves Polyset® AH-160 has been dispensed. 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 17-0322.03 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 .1`1 grams per paddy " head of tile 9-11 sq. inches at • • overlap • ..... Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 1W grai43.1aw.4ead edge) 20-25 sq. inches each bead so . • . ..0000 00 . . • • Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 0 0 M grams un$er pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. 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 MIAMMDADE COUNTY Expiration Date: 05/10/22 1lllllllllllllFj...• Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL ## 1 1R thre"It plsstlt cement Paddy IBonowhWO) iufvon squired),, f +. weans •POW41 _ Eaveeaurse -i fir. �{ ° �-•..��. .�"`�'f=�`,;+'ir,.r sl 4. ti IN Fascle Emm Nall thr•ugh ptastit cement 'iwhen required) Paddy 49"wath TOO 4 21n.wid•s'-rr �� • amens optional -:� .. earn. �' � �:,,. �" �•' caveclosute Cutscoarsc= Fascia KaR th.ongih pl.ulc iwlvn►equirvd6 �� � � ,: - �prdJjr iRerWreh7rhil etndnirytnwllt +.'�'4�'�.?s"d{ '•�+.,Fr 2 in. wide;' Battens , 1, s Fiidii Erse{insure a, .# Drlp•dQ• MIAMFDADE COUNTY �ffj...e 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 cm2) square inch adhesive contact with the underside of the tile. ; • • • : • •••••• •••• •••••• • •••• • ••••• Medium Profile / Double Ran Tile • • • • • •• •• •• • •••••• 1. Starting at the eave courr,eVO y a minimum 2" . • (50.8 mm) x 10" (254 min) x ly (25.4mmtfoam • • ••:. 0000 ••• • paddy onto the underlayoienj ppsitiolted as shown; • • • • under the pan portion of tlii! tiltLf closeif t%ft • Overlock of the tile being set. • • • 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL ## 2 Nait through ploule mmont pu ft loo"Oh'rrAel twhenrogui►sd) rh ' .,. Batt I;, eptGmlal r` a � J rvsda Ear. Closure .�L•-� ` �. ` ,.'` �'"J Nail through pUstic cernent men rewiredl Paddy i®•nt:ath'file) und.rlayM•ni .,� .t Tin in. s•ttens option.!` loin, F.W. Qe.ur. E.v■ Coury r F•tw r 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 is (58.8mm) x 7" (177.8 mm) x 1" (25AW foam paddy pnto the • • underlayment positioned asshoium undeit" .' .. • .: • strengthening rib closest to the evarlock of the tile - • • being set. • • • • • .... . ..... 3. Continue in same manner. lh%ilk 1pproxjfi1Wdiy 10" • • • • • square i...... (64.5 cm2) - 12 (77.4 cm2) :quare inch adfies.ivd contact with the underside @*? tale. • • • • • Medium Profile / Double Pan Tile ' .. • . • 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Ned thmugh plailk, c 0Aenregalre4 / P+sidyflu"rMMhrile) tAed•drYm►� ��• �, 1~ `~ sattens optional +�a Ease Course — —Fascia � 1'ITewpfial. 1 q in. 2 se. Fare dos�mr 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 the being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. ••e•ee 2. At the second course, apply VAtrnum i" 150.8mm) 0 • x 7" (177.8 mm) x 1" (25.4 jWj�.fpam p8Z ptrto thee . • • : • underlayment positioned assb" under thespan portion of the tile closest to the cwerlock of the the being set. **so** ••e••• ..... ••.e•• •••• ••ee• 3. Continue in same manner. M'WeapproxiftMelq 17" *see:* (109.7 cm2) - 19 (122.6 cm. gbMe 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 mail through plastic cement paddy (between tiles) (when required! Battens optional ° Paft junder tile) Single an topWe 4x4l n 4F' �5nnglepad r , Snn9k Paddy an underlayneent r 2 x 4 in. -�• e�- loin --�UveClosure Flat/Low Profile Tile Nail through plastic cement Single paddy under tie (when required) Paddy (between tom) Battens /Nddy (under tdel • `' Padson 4x4in. Sin a paddy W loin. '- tin. �- Eave Closure Eave Course Fascia Medium ProHleTile 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 in (109.7-148.4jq�jQf adhesive contact with th$ unAlside df the tile • • • • • • ••.••• .... ...... • 2. Apply a 4" (101.6 mm) x X `1b1.6 mm) x 1" (25.4....: mm) foam paddy onto tlte. V44erlaympi►t fast below` • • the second course line ppritivjwd foam y4ddy • • ; • • • under the strengthening c0far•flat tilto of under t" .... pan portion of the tile, c1!o"*bo the undorlock for .' the second course tile to►be installed. • Insure • • • • • • ...... approximately 8-9 in2 (31.6-A I cm) of adhesive .... contact with the underside bf the tile...... • .. . (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nail "Woogb piasdc Srngie paddy under We (afien required) paddy ibehaeen files) Bates Paddy (under Mel apdonal single �,t � �001M- +E'4x 41n.,� 2=4in paddy on! top of We Fuda farecorxse •_,, Weephok io in.2 in. Eare dosure Drip edge High Pra8leTile 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 rile 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 cm) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cmz) - 9 (58.1 cmZ) square inch adhesive contact with the underside oiMe tile at ... • • . the head of the tile. Contime in same mummer. .' ...... .... ...... • • %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 65 to 70 sq. in. Steep pitch applications In contact with the pan tile. (when required) 2) Turn covers upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq.In. contact area. -. Undedayment ' Sheathing Eave closure (motar shown) Weephoie 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" (2M M) foam paddy onto the underlarneI positioned as • . • • • • • shown under two adjacent pan tiles.'9, a rt eave tiles from rocking untjl•1c 4%e o ive has a ance to • cure. •••••• .... % 2. Continue in same manner btiinging taco pan • courses up toward the, Age *Insure •- • ...... approximately 65 (41.904;q) — 70 (451.6 cm2) • • square inch adhesive trontact with Zhq, p04ersido, • • • a • of the pan tile. • 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 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 file 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 CMLAMaanecOUIV7Y Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 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) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy GAF • Campus Drive • .. .... Parsippany, NJ 07054 � • � � � � , � • � � • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use (Xror&structiclfr • • • • materials. The documentation submitted has been reviewed and accepted by Miami -Dade "&wty REP,,.. Product Control Section to be used in Miami Dade County and other areas where allowed by the Audwr$y: 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 Da(lQ•CoAnty) • • • • • reserve the right to have this product or material tested for quality assurance purposes. If this product bf • material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF 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 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. 13-1022.15 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. , LyJ NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 1 of 31 ROOFING SYSTEM APPROVAL Category: Roofing Sub -Category BUR Material: Fiberglass Deck Tyne: Wood Maximum Design Pressure: -97.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: • • • • • • TABLE 1 •••••• ••• • •••••• Test Prodptt'•. ;�••�• • Product Dimensions Specification Descriuiafi' • • • • • GAFGLAS® Ply 4 39.37" (1 meter) ASTM D2178 ...... .... Smooth surfaced asphalticplysbeet reinforced ..... ...... Wide ...... with fiberglass mat. � • • Tri-Ply® Ply 4 39.37" (1 meter) ASTM D2178 . . . Smooth surfaced asphaltic�ly sheet rei$fdreia ...... . Wide with fiberglass mat. • • . • . GAFGLAS® 39.37" (1 meter) ASTM D2178 Smooth surfaced asphaltic ply sheet reinforced FlexPly' 6 Wide with fiberglass mat. GAFGLAS® #75 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced Base Sheet Wide with fiberglass mat. Tri-Ply® #75 Base 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced Sheet Wide with fiberglass mat. GAFGLAS® #80 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced Ultima'T' Base Sheet Wide with fiberglass mat. GAFGLAS® 39.37" (1 meter) ASTM D4897 Smooth surfaced asphaltic perforated venting base Stratavento Wide sheet reinforced with fiberglass mat. Perforated Venting Base Sheet GAFGLAS® 39.37" (1 meter) ASTM D4897 Smooth surfaced asphaltic nailable venting base Stratavent®Nailable Wide sheet reinforced with fiberglass mat. Bottom side Venting Base Sheet surfaced with granules. Ruberoid® 20 39.37" (1 meter) ASTM D6163 SBS polymer -modified asphalt base or Smooth Wide anchor sheet reinforced with a fiberglass mat. Ruberoid® Mop 39.37" (1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or Smooth wide anchor sheet reinforced with a polyester mat. Ruberoid' Mop 39.37" (1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or anchor Smooth 1.5 wide sheet reinforced with a polyester mat. Ruberoid® Mop 39.37" (1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or Plus Smooth wide anchor sheet reinforced with a polyester mat. Ruberoid® HW 25 39.37" (1 meter) ASTM D6163 Smooth surfaced torch applied SBS base or anchor Smooth wide sheet reinforced with a fiberglass mat. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 2 of 31 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Ruberoid® HW 39.37" (1 meter) ASTM D6164 Smooth surfaced torch applied SBS base or anchor Smooth wide sheet reinforced with a polyester mat. , GAFGLAS' 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltictpp-slfet reinforced Mineral Surfaced Wide with fiberglass mat. ,,,,,, ,,,, 000000 Cap Sheet ...:.. . , , Tri-Ply® BUR 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic' V,%I eet reinforoed ...... Granule Cap Sheet Wide with i erg ass mat. ,,,,,, ,,,� .0 0. 00000 GAFGLAS® 39.37" 1 meter ASTM D3909 00 . . . Granule surfaced asphaltic cW sheet reinforced EnergyCap'�" Wide with fiberglass mat. Cap steeris factory coated 0 Mineral Surfaced with TOPCOAT® EnergyCoteT"0ElastoiDefie* • 0 0 Cap Sheet Coating. .. . .. . . . . , Topcoat® Surface 5 or 55 gallons ASTM D6083 Solvent -based thermoplastic rubber Seal SB sealant designed to protect and restore aged roof surfaces and to increase roof reflectivity. Topcoat® 1, 5 or 55 gallons ASTM D6083 Water -based elastomeric coating Membrane Topcoat® MB Plus 5 or 55 gallons Proprietary Water based, low VOC primer designed to block asphalt bleed -through. Topcoat® FireOut' 5 or 55 gallons Proprietary Low VOC, water based fire barrier coating. Fire Barrier Coating VersaShield® Fire- 12" x 100' rolls ASTM D226 Non -asphaltic, fiberglass reinforced underlayment Resistant Roof and/or fire barrier Deck Protection VersaShield® Solo" 42" roll wide, 100 ASTM D146, Non -asphaltic, fire resistant fiberglass Fire -Resistant Slip ft. D828, D4869, underlayment Sheet D6757 Topcoat' 1, 5 gallons or TAS 139 Solvent -based elastomeric sealant. FlexSeal'T' 1 qt. tube NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 3 of 31 APPROVED INSULATIONS: Product Name EnergyGuard' Polyiso Insulation EnergyGuard" Tapered Polyiso Insulation EnergyGuard" Ultra Polyiso Insulation EnergyGuard'" RA Polyiso Insulation EnergyGuard" RA Composite Polyiso Insulation EnergyGuard' RH Polyiso Insulation EnergyGuard' RH Tapered Polyiso Insulation EnergyGuard" RN Polyiso Insulation EnergyGuard' Perlite Roof Insulation TABLE 2 Manufacturer Product Description (With Current NOA) Polyisocyanurate foam insulation GAF ...... ...... Polyisocyanurate foam insulation 'GAF • •, • .'' ...... .... ...... Glass -faced polyisocyanurate foam insulation . • • • • •GAF ; ; • .... . • • • • ..... ...... .... ..... Polyisocyanurate foam insulation • • • • GAF*--* ...... Polyisocyanurate foam insulation with high ... % • • • • • • density fiberboard or permalite .*GAF: • . . • .... Polyisocyanurate foam insulation GAF • • • Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite insulation board EnergyGuard' Perlite Recover Perlite recover board Board Securock® Gypsum -Fiber Roof Gypsum board Board Securock® Glass -Mat Roof Glass faced gypsum board Board Structodek® High Density Fiber High density fiberboard Board Roof Insulation DensDeck® Prime Roof Board Gypsum board DensDeck® Roof Board Gypsum board MIAMI•DiADE COUNTY AD 'AOPROYEI� GAF GAF GAF GAF United States Gypsum Corp. United States Gypsum Corp. Blue Ridge Fiberboard, Inc. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum LLC NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 4 of 31 APPROVED FASTENERS: TABLE 3 Fastener Product Product Number Name Description 1. Drill-Tec' #12 Fastener Phillips head, modified buttress thread, pinch point, carbon steel fastener for use in steel or wood decks. With CR-10 coating. Available with a pinch point or drill point. 2. Drill-Tec'' #14 Fastener Truss head, self -drilling, pinch point, high thread fastener for use in steel, wood or concrete decks. 3. Drill-Tec' ASAP 3S Drill-Tec' #12 Fastener with Drill-Tec' 3" Standard Steel Plate. 4. Drill-Tec' 3" Steel Plate Round Galvalume® steel stress plate with reinforcing ribs and recessed for use with Drill-Tec'' fasteners. 5. Drill-Tec' 3" Standard Steel Galvalume® coated steel Plate stress plate for use with approved Drill-Tec' fasteners. 6. Drill-Tec"" AccuTrac® Flat A2-SS aluminized steel plate Plate for use with Drill-Tec' fasteners. 7. Drill -Tee' AccuTraco Galvalume® steel plate with Recessed Plate recess for use with Drill - Tee'' fasteners. 8. Drill-Tec 3 in. Ribbed Round Galvalume® plated Galvalume Plate (Flat) steel stress plate with reinforcing ribs for use with Drill-Tec"" fasteners. Manufacturer Dimensions (With Current NOA) # 12 x 8" max. GQF • length, #3 :**a** Phillips head. • • • • : 0 * 0 4 ...... .... V06*0 #14x 16" •••••• GN60 max. length, ; • • ; • ; • #3 Phillips ; .. • ; • head. 0 000 •• . .. . See G'�4F'.' components 3" Round GAF 3" Round GAF 3" square; GAF .017" thick 3" square; GAF .017" thick 3" Round GAF NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 5 of 31 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. 3014547 4470 05/22/03 3029832 4470 05/11/07 3033135 4470 11/24/08 3034312 4470 : DAJq/09 3036980 4470 � • `� ` 08/ 14/09 3038278 4470 � � ..•.�• •jjj* IN/ 11 3040738 4470 ...:.. 1416/ 10 3041769 4470 • • • • 05/26/ 11 3042887 4470 `••••` :Tf/TI/II 3042905 4470 "; •'; ,'O'lf tQ/12 3046081 4470 V2/ 13/ 13 3047636 4470 ;"�`� O9/08/13 ODOA8.AM 4470 • ; •0 4w/99 OD 1 A8.AM 4470 '..' �QW/ 9/94 OY9Q5.AM 4470 ' 100/98 1 B9A8.AM 4470 09/04/97 2B8A4.AM 4470 07/02/97 3B9Q LAM 4470 01/08/98 3D4Q2.AM 4470 05/30/97 797-03221-267 4470 09/27/07 797-03825-267 4470 07/21/08 797-10228-267 4470 01/23/15 UL LLC R1306 UL 790 04/04/17 PRI Construction Materials GAF-012-02-02 ASTM D4977 11/06/01 Technologies, LLC GAF-020-02-01 ASTM D4977 02/01/02 GAF-082-02-01 ASTM D6083 05/07/06 GAF-084-02-01 ASTM D6083 05/09/06 GAF-122-02-01 TAS 139 05/07/06 GAF-270-02-02 ASTM D226 11/15/10 GAF-276-02-01Rev ASTM D6083 12/16/10 GAF-276-02-02 ASTM D226 11/15/10 GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 08/23/11 GAF-315-02-01 ASTM D2178 08/23/11 GAF-369-02-01 ASTM C1289 10/22/12 GAF-417-02-01 ASTM C1289 05/28/13 GAF-464-02-01 ASTM C1289 10/22/12 GAF-464-02-01 ASTM C1289 02/06/14 GAF-499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 GAF-549-02-01 TAS 114 08/08/ 14 GAF-549-02-02 TAS 114 08/08/14 GAF-559-02-01 TAS 117(13) 09/30/14 NOA No.: 14-1030.01 MIAMI-DADECO j Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 6 of 31 EVIDENCE SUBMITTED: (CONTINUED) Test Agency Test Identifier Description PRI Construction Materials GAF-559-02-04 ASTM D 1876 Technologies, LLC GAF-559-02-05 ASTM D 1876 GAF-559-02-06 TAS 114(H) GAF-559-02-07 ASTM D 903 GAF-559-02-08 ASTM D 903 GAF-559-02-09 ASTM D 903 GAF-559-02-11 TAS 114 GAF-559-02-12 TAS 114 GAF-559-02-13 TAS 114 GAF-559-02-14 TAS 114 GAF-559-02-15 TAS 114 GAF-559-02-16 TAS 114 GAF-559-02-18 TAS 114 GAF-559-02-19 TAS 114 IRT of S. Fl. 02-005 TAS 114 02-014 TAS 114 Trinity I ERD C8500SC.11.07 TAS 117 G30250.02.10-3-R2 ASTM D3909 G31360.03.10 ASTM D6164 G33470.01.11 ASTM D6164 G34140.04.11-2 ASTM D6163 G34140.04.11-4-R2 ASTM D6401 G34140.04.11-5-R3 ASTM D4897 G36780.07.11-R1 4470-TAS 114 G40630.01.14-1 ASTM D6163 G40630.01.14-2A ASTM D6164 G40630.01.14-2A-1-R1 ASTM D6164 G43610.01.14 ASTM D3909 G6850.08.07-1 ASTM D3909 SC6870.08.14-R1 ASTM D3909 Atlantic & Caribbean Roof 11-053 TAS 114 Consultants, LLC Date 10/01/14 10/15/14 10/02/14 :40=14 10/02/14 • 1b7d2/14 10414/14 . 10/1,4/14 IWI/14 �lOf 1•S/ 14 '10/13/14 IM15114 :-)&:i/14 .04/16/15 •'1d1/i8/02 03/22/02 11/30/07 06/03/15 03/31/10 11/16/11 04/25/ 11 06/04/ 15 06/04/ 15 07/18/11 01 /06/ 14 01/07/14 04/10/14 01/22/14 08/13/07 09/04/14 08/12/11 NOA No.: 14-1030.01 MIAMFW►DECOUNTY Expiration Date: 11/04/18 APPROVED_ Approval Date: 05/04/17 Page 7 of 31 APPROVED ASSEMBLIES Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: Min. 19/32" or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. al may. ...... System Type A(1): All insulation layers are adhered, to a mechanically attached anc�ior a�aet. Membne is • • • • %• ra .. .bra subsequently fully adhered to insulation. • ...... .... ...... All General and System Limitations shall apply. Fire Barrier: Topcoat® FireOut' Fire Barrier Coating, VersaShield® Fire -Resistant foof Deek Protections • ; • • • (optional) VersaShield® Solo' Fire -Resistant Slip Sheet, DensDeck® Roof Bt 46,*tecurock�331Ass- Mat Roof Board or Securock® Gypsum Fiber Roof Board installed M thanufacMer's installation instructions. • Anchor sheet: . . . . ...... GAFGLAS® #80 Ultima'" Base Sheet, GAFGLAS® Stratavent® If ai14ft Venting Base :....: Sheet or Ruberoid® 20 Smooth mechanically fastened as described'6eloty. .".'. ' .. . Fastening GAFGLAS® Ply 4, GAFGLAS® Flex Ply'' 6, GAFGLAS® #75 Base Sheet or any of above Option #1: anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. Not for use with DensDeck or Securock Fire Barrier (Maximum Design Pressure -45 psf. See General Limitation #7) Fastening GAFGLAS® Ply 4, GAFGLAS® FlexPly' 6, GAFGLAS® #75 Base Sheet or any of above Option #2: anchor sheets attached to deck with Drill-Tec' #12 Fastener, Drill-Tec'" #14 Fastener and Drill-Tec' 3" Steel Plate, Drill-Tec' AccuTrac® Flat Plate or Drill-Tec'°' AccuTrac® 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. (Maximum Design Pressure -45 psf. See General Limitation #7) Fastening GAFGLAS® FlexPly'' 6, GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base SDanyOption #3: above anchor sheets attached to deck with approved annular ring shank naia fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. Not for use with DensDeck or Securock Fire Barrier (Maximum Design Pressure -52.5 psf. See General Limitation #7) Fastening Any of the above anchor sheets attached to deck with approved 1'/4" annular ring shank nails Option #4: and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a 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® #75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec- Option #5: #12 Fastener, Drill-Tec' #14 Fastener and Drill-Tec'' 3" Steel Plate, Drill-Tec' AccuTrac® Flat Plate or Drill-Tec' AccuTrace Recessed Plate 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -60 psf. See General Limitation #7) NOA No.: 14-1030.01 IF— IMIAMhDJ1DECOUNTY Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 8 of 31 Fastening (Continued) Any of above anchor sheets attached to deck approved annular ring shank nails and 3" Option #6: inverted Drill -Tee' 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-TecT" Option #7: #12 Fastener or Drill-Tec' #14 Fastener and 3" Drill-Tec— 3" Steel Plate, DrIeTao AccuTrac' Flat Plate or Drill-Tec"' AccuTrac' Recessed Plate Oo.c ! 1114 rows, .Qpe row is , in the 2" side lap. The other rows are equally spaced approximatejy.9;;Q.c. in fir. ig?d of ....;, the sheet. (Maximum Design Pressure —75psf. See General Limitation #71..... . ..... One or more layers of any of the following insulations. • ...... .... ..... . . . . . . ...... Insulation Layer Insulation Fasteners.. .astener • (Table 3) ; * *: *; DeZ%ity/ft2 EnergyGuar&' Polyiso Insulation, EnergyGuar&" Ultra Polyiso Insulation, EnergyG4rd $H PolSitb"' . Insulation, EnergyGuard"" RA Polyiso Insulation, EnergyGuardT" RA Composite Polyi'soAsblation.. `.,, :"": Minimum 1" thick N/A * • • 1M'A EnergyGuardT" Perlite Recover Board, DensDeck' Prime Roof Board Minimum %" thick N/A N/A EnergyGuard`" Perlite Roof Insulation Minimum 1/4" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ftz. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS' Stratavent' Perforated Venting Base Sheet laid dry or a layer of EnergyGuard' 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, GAFGLAS' #80 Ultima'" Base Sheet, Ruberoid® Mop Smooth, Ruberoid' Mop Smooth 1.5, Ruberoid' Mop Plus Smooth or Ruberoid' 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 rate of 20-40 lbs./sq. applied in accordance with manufacturer's instructions. (see General Limitation #4). OR GAFGLAS' Stratavent' Perforated Venting Base Sheet loose -laid dry (not for use with perlite top layer insulation or composite polyiso top layer insulation). Ply Sheet: One or more plies GAFGLAS® Ply 4, Tri-Ply' Ply 4, GAFGLAS' FlexPly' 6 or GAFGLAS' #80 Ultima Base Sheet 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. Cap Sheet: (Optional) One ply of GAFGLAS' Mineral Surfaced Cap Sheet, Tri-Ply' BUR Granule Cap Sheet or GAFGLAS' EnergyCap' Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq/ installed per manufacturer's installation instructions. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 9 of 31 Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat Membrane or Topcoat Surface Seal SB applied at 1 ta1.5 gal./sq.: •"' • • • • • • • OR .. .... Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a Mftf7followMby •' •"' Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. ' •"" :....: 3. Fiber Aluminum Roof Coating. • • • • • • • • • 00* Maximum Design ' ....' ' ..' • • • • • . Pressure: See Fastening Options. • . . . . ...... I NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 10 of 31 Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type A(2): All insulation layers are adhered, to a mechanically attached anchor sheet. ";mne is • • • • • • subsequently fully adhered to insulation. • •Y Y YYYY Y YYYYYY .... ...... All General and System Limitations shall apply. Fire Barrier: Topcoat' FireOut' Fire Barrier Coating, VersaShield' Fire -Resistant Slip h �t••or : • • • �: (optional) VersaShield® Solo' Fire -Resistant Slip Sheet installed per manift#Murer's installation • •; • • YYYYYY YYYY •YYYY instructions. • • e • • Anchor sheet: YY Y• YY • YYYYYY GAFGLAS' #75 Base Sheet, Tri-Ply' #75 Base Sheet, RuberoiP4Smooth or Y • GAFGLAS' Stratavent' Venting Nailable Base Sheet is secured as describ;¢ PAqw. • • • • • Fastening Miami -Dade County Approved min. 12 ga. Annular ring shank' wl sand min& a-5/8 in. Option #1: diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet sia® maps and 8 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure. —45 psf. See General Limitation #7) Fastening Miami -Dade County Approved nun. 12 ga. Annular ring shank nails and min. 1-5/8 in. Option #2: diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheet side laps and 6 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —52.5 psf. See General Limitation #7) Fastening Drill-Tec'" #14 Fasteners and Drill-Tec'' 3 in. Standard Steel Plates, Drill-Tec' Option #3: AccuTrac' Flat Plates or Drill-Tec'' 3 in. Ribbed Galvalume Plate (Flat) are spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —52.5 psf. See General Limitation #7) Fastening Drill -Tee' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-TecT" Option #4: AccuTrac' Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —60 psf. See General Limitation #7) Fastening Drill-Tec— #14 Fasteners and Drill-Tec— 3 in. Standard Steel Plates, Drill-Tec' Option #5: AccuTrac' Flat Plates or Drill -Tee' 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: —75 psf. See General Limitation #7) One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' EnergyGuard'" Polyiso Insulation, EnergyGuard' Tapered Polyiso Insulation, EnergyGuard" Ultra Polyiso Insulation, EnergyGuard— RH Polyiso Insulation, EnergyGuard" RH Tapered Polyiso Insulation Minimum 1" thick N/A N/A NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 11 of 31 Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' EnergyGuard'" Perlite Roof Insulation Minimum'/e" thick N/A N/A StructodeV High Density Fiberboard Roof Insulation Minimum'/:" thick N/A N/A Securock® Gypsum -Fiber Roof Board, DensDeck® Prime Roof Board Minimum'/4" thick N/A N/A Note: All insulation shall be adhered in a full mopping of approved hot asphalt within the EVT range and at a rate of 2040 lbs./100 ft'. Please refer to Roofing Application Standard RAS 117 for insulation attachment. • • • . • • Base Sheet (Optional): GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, RuberoW 20 Smooth adhered in"• •; • a full mopping of hot asphalt applied at 2040 lbs./sq. installed Per manufacturer's. . ..... .... installation instructions. • ...... Ply Sheet: When optional base sheet and/or cap sheet is present: . • "' . :...:. ' Two or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAV' Flex Illy 6 adhered": ...... ... in a full mopping of hot asphalt applied at 20-40 lbs./sq. installg� per inanuf%Vefs ..... installation instructions. ...... • • • • • . . . . When optional base sheet and/or cap sheet is not present: ...... Three or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFOI•AS* Flex�Ply.b • • adhered in a full mopping of hot asphalt applied at 20-401bs./sq. installed pef ' • manufacturer's installation instructions. Cap Sheet (Optional): GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS® EnergyCap' Mineral Surfaced Cap Sheet adhered in a full mopping of hot asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. Maximum Design Pressure: APPROVED 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Aluminum Fiber Roof Coating. See fastening options above. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 12 of 31 Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type A(3): 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 Slip Sheet or (optional) VersaShield® Solo" Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. • • • • • • Anchor sheet: GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, Ruberoid® 20'Smootli W . GAFGLAS® Stratavent® Venting Nailable Base Sheet is secured asVescribedbelow. Fastening Miami -Dade County Approved min. 12 ga. annular ring shankrP IN"a td mio,1.1'$ in. • Option #1: diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchoi*sheet side laps and 8' ...... .... ..... in. o.c. in the field of the sheet in two staggered rows. • .. .. .. . ...... (Maximum Design Pressure. —45 psf. See General Limitationq &71 . . • Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails ind mi$. I-ag in. "' • •' Option #2: diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anohons%eet side laps and 6 :....: .. . .. . in. o.c. in the field of the sheet in two staggered rows. • (Maximum Design Pressure: —52.5 psf. See General Limitation #7) Fastening Drill-TecT" #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec' Option #3: AccuTrac® Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) arc spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure:—52.5psf. See General Limitation #7) Fastening Drill-Tec'T' #14 Fasteners and Drill-TecT' 3 in. Standard Steel Plates, Drill-Tec' Option #4: AccuTrac® Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —60 psf. See General Limitation #7) Fastening Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec' Option #5: AccuTrac® Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in, o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: —75 psf. See General Limitation #7) NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 13 of 31 One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuard' Polyiso Insulation, EnergyGuardT" Tapered Polyiso Insulation, EnergyGuard' Ultra Polyiso Insulation, EnergyGuardr" RH Polyiso Insulation, EnergyGuardt" RH Tapered Polyiso Insulation Minimum 1" thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuard'" Perlite Roof Insulation Minimum'/4" thick N/A N/A Structodek® High Density Fiberboard Roof Insulation : • • • : • Minimum %:" thick N/A • • • • 11/6A • • SecurocV Gypsum -Fiber Roof Board, DensDecV Prime Roof Board """ "" ' • • • • • Minimum '/+" thick N/A • • • • • NIA :....: .... % Note: All insulation shall be adhered in a full mopping of approved hot asphalt within tl TVT radge and at a • •; • • rate of 20401bs./100 ft2. Please refer to Roofing Application Standard RAS 117 for instilUM attachWat. •"" Base Sheet: Ruberoid® 20 Smooth adhered in a full mopping of hot asphalt"kV at 20404bs./sq. • . . . . ...... Cap Sheet: GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Ca Sheet bt e • • GAFGLAS® EnergyCap— Mineral Surfaced Cap Sheet adhered in a fill moppng of hot asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation intro ions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 3001bs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at I to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Aluminum Fiber Roof Coating. Maximum Design Pressure: See fastening options above. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 14 of 31 Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type A(4): 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 FireOuf` Fire Barrier Coating, VersaShield' Fire -Resistant Slip Sheet or (optional) VersaShield' Solo' Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. : • • • : • Anchor sheet: GAFGLAS' #75 Base Sheet, Tri-Ply' #75 Base Sheet, Ruberoid"20 Smootjror • • GAFGLAS' Stratavent' Venting Nailable Base Sheet is secured A4 $tscribed 1581bw. • • • • • • Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and mirk. 1- 548 in. Option #1: diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide ancltdr•sheet side laps and 8 • • • • • in. o.c. in the field of the sheet in two staggered rows. "; ": "; • • • • • • (Maximum Design Pressure: —45 See General Limitation 47; Fastening psf. Miami -Dade County Approved min. 12 ga. annular ring shank nails and mir:. 1 508 in. • • • • :. Option #2: diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide andiorAget sidL laps and 6 ; • in. o.c. in the field of the sheet in two staggered rows. of' .".'. • (Maximum Design Pressure: —52.5 psf. See General Limitation #7) • • Fastening Drill-Tec— #14 Fasteners and Drill-Tec" 3 in. Standard Steel Plates, Drill-Tec— Option #3: AccuTrac' Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —52.5 psf. See General Limitation #7) Fastening Drill-Tec— #14 Fasteners and Drill-Tec— 3 in. Standard Steel Plates, Drill-Tec— Option #4: AccuTrac' Flat Plates or Drill-Tec— 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —60 psf. See General Limitation #7) Fastening Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill -Tee' Option #5: AccuTrac' Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: —82.5 psf. See General Limitation #7) NOA No.: 14-1030.01 MIAMI•DADECOUNTY Expiration Date: 11/04/18 • u • • l Approval Date: 05/04/17 Page 15 of 31 One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener Density/ft2 (Table 3) EnergyGuard' Polyiso Insulation, EnergyGuard" Tapered Polyiso Insulation, EnergyGuard' Ultra Polyiso Insulation, EnergyGuard'" RH Polyiso Insulation, EnergyGuard, RH Tapered Polyiso Insulation Minimum 1" thick N/A N/A Note: All insulation shall be adhered in a full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ftz. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: GAFGLAS' Stratavent® Perforated Venting Base Sheet is laid dry over the insulation. Ply Sheet: When optional cap sheet is present: Two or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® Flex Wrdadhered,... in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed-j er manufacturer's .' . . installation instructions. . • *:so • • • • 000000, 00 ...... When optional cap sheet is not present: .". ...... ' ' Three or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFd M' F1ex"Ply 6 0 � � 0 * . ees adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. fWalled pej 0 • manufacturer's installation instructions. ' ...... . Cap Sheet (Optional): . . . GAFGLAS' Mineral Surfaced Cap Sheet, Tri-Ply' BUR Granule Cap Shealoro % .""@ GAFGLAS' EnergyCap' Mineral Surfaced Cap Sheet adhered jp s mill mopping of hot: •...: asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation rosy aitlons. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 4001bs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat' Membrane or Topcoat' Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat' MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat' Membrane applied at 0.5 to 0.75 gal./sq. 3. Aluminum Fiber Roof Coating. Maximum Design Pressure: See fastening options above. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 16 of 31 Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: 19/32" thick or greater or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type A(5): 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: FireOut' Fire Barrier Coating, VersaShield' Fire -Resistant Slip Sheet or VersaShield' (optional) Solo' Fire -Resistant Slip Sheet. Anchor sheet: GAFGLAS' #75 Base Sheet or Tri-Ply® #75 Base Sheet is secured is descr l;gow • • • • • with Dade County Approved min. 12 ga. galvanized ring shank* polls and 32 g4.• j -5/8 in. • diameter tin tabs. ...... .... ...... Fastening: Nails and tabs are spaced 8 in. o.c. in the 4 in. wide side lap and,1 iri.+o.c. intwo • • • • staggered rows in the field of the sheet. 0+.+. ...... • • • ...... ..... One or more layers of any of the following insulations. ....• .. .. •• • ...... Base Insulation Layer Insulation Fasteners • • Fastener • (Table 3) VgqM/ft, • • •+• • EnergyGuard" Polyiso Insulation, EnergyGuard' Tapered Polyiso Insulation, Energ3aGuard' WPolyiso ;.•..; Insulation, EnergyGuard7 RH Tapered Polyiso Insulation Minimum 1" thick N/A • IN A Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 Structodek' High Density Fiberboard Roof Insulation, Securock' Gypsum -Fiber Roof Board Minimum %" thick N/A N/A Note: All insulation shall be adhered in a full mopping of approved hot asphalt within the EVT range and at a rate of 2040 lbs./100 ft. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Ply: Two or more plies of GAFGLAS' F1exPly' 6 adhered with hot asphalt applied at 20-25 lbs./sq. Cap Ply: GAFGLAS' Mineral Surfaced Cap Sheet adhered with hot asphalt applied at 20-25 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat' Membrane or Topcoat' Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat' MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat' Membrane applied at 0.5 to 0.75 gal./sq. Maximum Design Pressure: —52.5 psf. (See General Limitation #7) NOA No.: 14-1030.01 ADE COUNTY Expiration Date: 11/04/18 C1;11(61111 Approval Date: 05/04/17 Page 17 of 31 Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type B: Base layer of insulation is mechanically attached to roof deck. Any subsequent layers are then adhered to base layer of insulation. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. One or more layers of any of the following insulations. • ...... Base Insulation Layer Insulation Fas*nerl. • Fastener ...... • (Table 3)• •l�gg;ity/ftz • . • . ; . t" • 4 100 EnergyGuard Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, EnergyGua rd RA Polyiso. . Insulation • .... Minimum 1.3" thick 1, 2, 3, 4, 5, 6,�8• . : • •1�'�•ft, • • ; • • . EnergyGuard'' RN Polyiso Insulation EnergyGuard' RH Polyiso Insulation ...... Minimum 1.4" thick 1, 2, 3, 4, 5, 6,7. $... 16 ft2 • EnergyGuard'" RA Composite Polyiso Insulation : • •' • • • Minimum 1.5 thick 1, 2, 3, 4, 5, 6, 9. $• . i:3 ftZ • • • EnergyGuard"' Perlite Roof Insulation Minimum'/." thick 1, 2, 3, 5, 6, 7, 8 1:2 ft' Structodek® High Density Fiberboard Minimum 1" thick 1, 2, 3, 5, 6, 7, 8 1:4 ft2 Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). GAF requires either a ply of GAFGLAS® Stratavent® Perforated Venting Base Sheet laid dry or a layer of EnergyGuard' Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 Any of the insulations options listed for Base Layer above. N/A N/A DensDeck® Prime Roof Board, Structodek® High Density Fiberboard, EnergyGuard"" Perlite Recover Board Minimum %:" thick N/A N/A Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20401bs./100 ft2 installed per manufacturer's installation instructions. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. NOA No.: 14-1030.01 MIAMI•DiADE COUNTY Expiration Date: 11/04/18 • • Approval Date: 05/04/17 Page 18 of 31 Base Sheet: (Optional) Install one ply of GAFGLAS' #75 Base Sheet, Tri-Ply' #75 Base Sheet, GAFGLAS® #80 Ultima' Base Sheet, GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® F1exPly 6, Ruberoid' Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Plus Smooth or Ruberoid® 20 Smooth directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions (See General Limitation #4). OR GAFGLAS® Stratavent' Perforated Venting Base Sheet loose -laid dry (not for use with perlite wood fiber or composite polyiso top layer insulation). Ply Sheet: Two or more plies of GAFGLAS' Ply 4, Tri-Ply' Ply 4, GAFGLAA1exP;y 6 qr • • • , ' . GAFGLAS' #80 Ultima Base Sheet adhered in a full mopping of appfd tqd asphalt SpAned ... • within the EVT range and at a rate of 2040 lbs./sq. installed per mandfUltWer's installation t • • • • ; instructions. • • • • • • .... . ..... • Cap Sheet: (Optional) One ply of GAFGLAS' Mineral Surfaced Cap Sheet, Tri-"B:JR GrAlAe Cap Sheet or GAFGLAS' EnergyCap' Mineral Surfaced Cap Sheet adhered i$ a full mopping of • approved asphalt applied within the EVT range and at a rate of 20-40 Ws.%go installed pgr •,,.;. manufacturer's installation instructions. ;""' • Surfacing: Optional on granular surfaced membranes; required for smooth ;tfi braves. qo�en components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat' Membrane or Topcoat' Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat' MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat' Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: 45 psf. (See General Limitation #7) NOA No.: 14-1030.01 MiarfwrmeeouNnr Expiration Date: 11/04/18 • • Approval Date: 05/04/17 Page 19 of 31 Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type C(1): All layers of insulation are mechanically attached to roof deck. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. One or more layers of any of the following insulations. ,...•. *sees* : .' . •' e• • re•e 0 Base Insulation Layer Insulation FastenCM ' ffilStener 000000 .ee•. e (Table 37 Density/ft2 � • • • • ; EnergyGuard' RN Polyiso Insulation, EnergyGuard' Polyiso Insulation, EnergyGuard'' Ultra Poise: • :.0.- Insulation, EnergyGuard RA Polyiso Insulation, EnergyGuard RH Polyiso Insulation 0000 • • • • • Minimum 1.3" thick 0 • e • N/A ' • .'NtA • • • • • • 000000 EnergyGuard' Polyiso Insulation • r o r : ' Minimum 1.4" thick N/A ;'•'Pf/'A 00 ...... e . . • EnergyGuard' RA Composite Polyiso Insulation so' •" • e • Minimum 1.5" thick N/A 0 * N/A EnergyGuardT' Perlite Recover Board Minimum %" thick N/A N/A Structodek® High Density Fiber Board Minimum 1" thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAS® Stratavene Perforated Venting Base Sheet laid dry or a layer of EnergyGuard' Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' EnergyGuard7 Polyiso Insulation, EnergyGuard7 Ultra Polyiso Insulation, EnergyGuard' RA Polyiso Insulation Minimum 1.3" thick 1, 2, 3, 4, 5, 6, 7, 8 1:3 ft' EnergyGuard' RN Polyiso Insulation, EnergyGuard'' RH Polyiso Insulation Minimum 1.4" thick 1, 2, 3, 4, 5, 6, 7, 8 EnergyGuarC RA Composite Polyiso Insulation Minimum 1.5 thick EnergyGuard'' Perlite Roof Insulation Minimum %" thick Structodek® High Density Fiber Board Minimum 1" thick 1,2,3,5,6,7,8 1,2,3,4,5,6,7,8 1,2,3,5,6,7,8 1:3 ft' 1:3 ft' 1:2 ft' 1:4 W NOA No.: 14-1030.01 IF- dMIAMFDiADECOUNTY Expiration Date: 11/04/18 • • Approval Date: 05/04/17 Page 20 of 31 Base Sheet: (Optional) Install one ply of GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, GAFGLAS® #80 Ultima— Base Sheet, GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® F1exPly' 6, Ruberoid® Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Plus Smooth or Ruberoid® 20 Smooth directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. OR GAFGLAS® Stratavent® Perforated Venting Base Sheet is loose -laid dry (not for use with wood fiber, perlite or composite Polyiso top layer insulation) Ply Sheet: When optional base sheet and/or cap sheet is present: Two or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® FIV Ply 6:6*1h4 LAS® • #80 Ultima' Base Sheet adhered in a full mopping of hot asphalt apWiet $t 20-40asisq. . • installed per manufacturer's installation instructions. • • • • • . • .... . • .... When optional base sheet and/or cap sheet is not present: • .... • Three or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLA%e Flex Ply 0,,* . • . • • GAFGLAS® #80 Ultima' Base Sheet adhered in a full mopping of key asphalt appkad: t 20- ..:..' 40 lbs./sq. installed per manufacturer's installation instructions. • • • • • • • • • • • • Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet, Tie -P1'y�:BUR Cranyle Cap....;. Sheet or GAFGLAS® EnergyCap'. Mineral Surfaced Cap Sheet adhered in a f ill mopping of • approved asphalt applied within the EVT range and at a rate of 204(� tbs./sq. inslalf ed per • manufacturer's installation instructions. • • • Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 4001bs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: 45 psf. (See General Limitation #7) NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 21 of 31 Membrane Type: BUR Deck Type II: Wood, Insulated Deck Description: 19/32" or greater thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type C(2): All layers of insulation are mechanically attached to roof deck. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. Fire Barrier: FireOut' Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet or VersaShield® (optional) Solo' Fire -Resistant Slip Sheet. • • • � • • One or more layers of any of the following insulations. • • • • • • • • • • • • • • • • Base Insulation Layer (Optional) Insulation Fasteners Fastener (Table 3) • • • • Wnsity/ft'6 • • • . EnergyGuard' Polyiso Insulation, EnergyGuard' RA Polyiso Insulation, EnergyGuatd';'" Polyjsd lqulatiuir • • • Minimum 1" thick N/A " " ' • TI/A • Note: All layers shall be simultaneously fastened; see top layer below for fasteners and: density. Insulation • • • • • panels listed are minimum sizes and dimensions; if larger panels are used, the numberof iftene4seiali be ; • • �; increased maintaining the same fastener density. Please refer to Roofing Application StAndird RASOIXUor • insulation attachment. GAF requires either a ply of GAFGLAS® Stratavent® Perforated Venting Base Sheet laid dry or a layer of EnergyGuard7 Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 SECUROCK® Gypsum -Fiber Roof Board Minimum'/." thick 2,8 1:1.78 fe Base Ply: Two or more plies of GAFGLAS® FlexPlyTm 6 adhered with hot asphalt applied at 20-25 lbs./sq. installed per manufacturer's installation instructions. Cap Ply: GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS® EnergyCap' Mineral Surfaced Cap Sheet adhered with hot asphalt applied at 20-25 lbs./sq. installed per manufacturer's installation instructions Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 4001bs./sq. and 3001bs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: —60 psf. (See General Limitation #7) NOA No.: 14-1030.01 MIAMNWIDE COUNTY Expiration Date: 11/04/18 • Approval Date: 05/04/17 Page 22 of 31 Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type D: All insulation is loose laid with preliminary attachment to roof deck. Anchor sheet is subsequently mechanically fastened through insulation to the roof deck. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) �Qty/ft2 EnergyGuard Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, EnergyGoa rd• RA Polyiso •. Insulation • ...... .... ...... Minimum 1.3" thick N/A • .. ; • 0 Z4/A • .... ...... Structodek® High Density Fiber Board ...... Minimum 1" thick N/A "" N/A • •; • •. Note: Insulation shall have preliminary attachment, prior to the installation of the base•sueet, at a 1nitiinlum ...... application rate of two fasteners per board for insulation boards having no dimensionXreeter than 4 ft., and four fasteners for any insulation board having no dimension greater than 8 ft. All layers of insulaft,, Qptional • • • • • thermal barrier (when present) and base sheet shall be simultaneously fastened. See daseAtcet below for • • • fasteners and density. Please refer to Roofing Application Standard RAS 117 for insulation attachmenl.. • .. . Fire Barrier: FireOut' Fire Barrier Coating, VersaShield® Fire Resistant Roof Deck Protection, (optional) VersaShield® Solo' Fire -Resistant Slip Sheet, DensDeck® Roof Board, Securock" Glass - Mat Roof Board or Securock"' Gypsum Fiber Roof Board. Base Sheet: Install one ply of GAFGLAS® #75 Base Sheet, Tri-Ply #75 Base Sheet, GAFGLAS® #80 Ultima' Base Sheet, GAFGLAS® Stratavent® Nailable Venting Base Sheet or Ruberoid® 20 Smooth applied over the loose laid insulation with 2" side laps mechanically fastened as described below; Fastening Drill-Tec' #12 Fastener or Drill-Tec" #14 Fastener and Drill-Tec"' 3" Steel Plate, Drill - Option #1: Tec 3 in. Ribbed Galvalume Plate (Flat), Drill-Tec' AccuTrac® Flat Plate or Drill-Tec' AccuTrac® Recessed Plate is installed through the base sheet and insulation in 3 rows 12" o.c. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See General Limitation #7) Fastening Drill-Tec' # 12 Fastener or Drill-Tec"" # 14 Fastener and Drill-Tec' 3" Steel Plate, Drill - Option #2: Tec 3 in. Ribbed Galvalume Plate (Flat), Drill-Tec' AccuTrac® Flat Plate or Drill-Tec' AccuTrac® Recessed Plate is installed through the base sheet and insulation in 4 rows 8" o.c. One row is in the 2" side lap. The other 3 rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7) Fastening GAFGLAS® #80 Ultima'" Base Sheet, Ruberoid® 20 Smooth, Ruberoid® Mop Smooth Option #3: attached to deck with approved annular ring shank nails with a minimum embedment of 1" into the wood substrate and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a 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) NOA No.: 14-1030.01 MIAMI•DADE C2UkMM Expiration Date: 11/04/18 • • • Approval Date: 05/04/17 Page 23 of 31 Fastening (Continued) Drill-Tec' #12 Fastener or Drill-Tec' #14 Fastener and Drill-Tec' 3" Steel Plate, Drill - Option #4: Tec 3 in. Ribbed Galvalume Plate (Flat), Drill-Tec' AccuTrac® Flat Plate or Drill-TecT' AccuTrac® Recessed Plate in 4 rows 12" o.c. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf. See Genera[ Limitation #7) Ply Sheet: One or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® FlexPly— 6 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bs./sq. installed per manufacturer's installation instructions. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply BUR Granule Cap Sheet or GAFGLAS® EnergyCap' Mineral Surfaced Cap Sheet adhered i:j%% mopping of approved asphalt applied within the EVT range and al Aa of 20-'40 lbs./sq. installed per manufacturer's installation instructions. • Surfacing: • • • • • • • Optional on surfaced membranes; required for smobtli MUmbranes' Chosen; granular • • • �; must be applied according to manufacturer's applicati on insfructions. components . .... ..... All coatings must be listed within a current NOA. • ...... .... ..... Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively tn'd'flood codt of • • • • •; • approved asphalt at 60 lbs./sq. • • : • ' • • • • • Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 tcC1.5•gal./sq. •96009 : • • • • •• • • • OR .. Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options NOA No.: 14-1030.01 MIAMPDiADE COUNTY Expiration Date: 11/04/18 • • Approval Date: 05/04/17 Page 24 of 31 Membrane Type: BUR Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(1): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: Topcoat' FireOut" Fire Barrier Coating, VersaShield' Fire Resistant Roof Deck (optional) Protection, VersaShield' Solo' Fire -Resistant Slip Sheet installed per manufa6wic;�s . . • installation instructions. . , � • • • • Base sheet: GAFGLAS' #80 Ultima" Base Sheet, Stratavent' Nailable Venhn ase Sheet, Ku'beroid® 20 Smooth, Ruberoid® SBS Heat -Weld" Smooth or Ruberoid® SB.S•11, at -Weld" �5 base • • • • sheet mechanically fastened to deck as described below; • • • •' • Fastening GAFGLAS® Flex Ply" 6, GAFGLAS® #75 Base Sheet, Tri-Plygedwhise SheZeZr any of""' Option #1: the above anchor sheets attached to deck with approved annular rjpg j�pk nails and tin • • 0':' caps at a fastener spacing of 9" o.c. at the 4" lap staggered and ir4twd rows 9"•o.c. j i the • . • • ; • ••••.• field. (Maximum Design Pressure —52.5 psf. See General Limitation'#-7� • • • : "": Fastening GAFGLAS® #80 Ultima" Base Sheet, Ruberoid' 20 Smooth or Ruberoid® Mop Smooth Option #2: attached to deck with approved 1 VV annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf. See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS' Ply 4, Tri-Ply' Ply 4 or GAFGLAS® #80 Ultima Base Sheet 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. Cap Sheet: (Optional) One ply of GAFGLAS' Mineral Surfaced Cap Sheet, Tri-Ply' BUR Granule Cap Sheet or GAFGLAS' EnergyCap' Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 3001bs./sq. respectively in a flood coat of approved asphalt at 601bs./sq. 2. Topcoat' Membrane or Topcoat' Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat' MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat' Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options NOA No.: 14-1030.01 MIAMMADECOUNTY Expiration Date: 11/04/18 • • Approval Date: 05/04/17 Page 25 of 31 Membrane Type: BUR Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(2): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: Topcoat® FireOuf— Fire Barrier Coating, VersaShield® Fire Resistant Roof Deck (optional) Protection, VersaShield® Solo' Fire -Resistant Slip Sheet installed per manufVWet's installation instructions.000000 • • .... Anchor sheet: GAFGLAS® #80 Ultima Base Sheet mechanically attached with My arr i;Dade County Approved min. 1'/4 long, 12 ga., annular ring shank nails and 1-5=,diameter tin caps ; • • • •; spaced 7" o.c. in the min 4" wide side laps and in 3 staggered rows in Ae field Ume sheet..... Ply Sheet: ...... .... .....' Two or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGI 30, FiexPlyr'.C18dtered to. 0 0 0 0 the base sheet in full mopping of approved asphalt applied within 44% E..VT range and at a .' rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. 0 0 •. •.:. Cap Sheet: ...... One ply of GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Qranule rap.Sheet T • • • GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full moppieg.df approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. installed per manufacturer's installation instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 4001bsJsq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 601bs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. Maximum Design Pressure: -82.5 psf. (See General Limitation #7) NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 26 of 31 Membrane Type: BUR Deck Type 1I: Wood, Non Insulated Deck Description: Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(3): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: TOPCOAT FireOut' Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet or (optional) VersaShield® Solo' Fire -Resistant Slip Sheet installed per manufacturer's i:vwt4ion instructions. Anchor sheet: .. • .... GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, Ruberoid 6 -Smooth-er • • • • • : • GAFGLAS® Stratavent® Venting Nailable Base Sheet is secured U tlt scribed btlow. Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and miri.'r-Si8 in. ..... Option #1: diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide aneher sl9eet side iaps and 8 • • : • . in. o.c. in the field of the sheet in two staggered rows. • • " • • ' • • • • • • (Maximum Design Pressure: —45 psf. See General Limitatiod #7j' : 0' . . Fastening . . ...... Miami -Dade County Approved min. 12 ga. annular ring shank -nails 4and mii! *i V9 in. Option #2: diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anclttlt sheet sidplaps and 6 • • in. o.c. in the field of the sheet in two staggered rows. " • (Maximum Design Pressure. —52.5 psf. See General Limitation #7) Fastening Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec' Option #3: AccuTrac® Flat Plates or Drill-Tec— 3 in. Ribbed Galvalume Plate (Flat) are spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —52.5 psf. See General Limitation #7) Fastening Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec' Option #4: AccuTrac® Flat Plates or Drill -Tee' 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —60 psf. See General Limitation #7) Fastening Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec' Option #5: AccuTrac® Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: —97.5 psf. See General Limitation #7) Ply Sheet: When optional cap sheet is present: Two or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-401bs./sq. installed per manufacturer's installation instructions. When optional cap sheet is not present: Three or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. NOA No.: 14-1030.01 MAW QADE COUNTY Expiration Date: 11/04/18 • • l Approval Date: 05/04/17 Page 27 of 31 Cap Sheet: (Optional) GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS EnergyCapTT' Mineral Surfaced Cap Sheet adhered in a full mopping of hot asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 3001bs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./s4 ; OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as armer) foliowedby Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. ; 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Above. • . • • .. •• • NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 28 of 31 •000:0 Membrane Type: BUR Deck Type 1I: Wood, Non Insulated Deck Description: Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(4): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: TOPCOAT FireOut' Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet (optional) VersaShield® Solo' Fire -Resistant Slip Sheet, installed per manufacturer's installation instructions. • • • • • • Anchor sheet: GAFGLAS® #75 Base Sheet, Tri-Ply' #75 Base Sheet, Ruberoid® 20'3mobth or PAFGI.AS® • Stratavent® Venting Nailable Base Sheet is secured as described belbV: " "" •' • • • • Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and -min. 1-5M in..diamets' Option #1: tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side lapseand 8 in. o.c. in the • • • • • .... field of the sheet in two staggered rows. 0: •••• ••••• : • • " ' see*:*" (Maximum Design Pressure: —45 psf. See General Limitation #7) Fastening ...... Miami -Dade County Approved min. 12 ga. annular ring shank nails and nxn. I-Y8 in pdiameter • • : • •••••• Option #2: tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheet side:apg agd 6 iri: o.c. in the • • •; field of the sheet in two staggered rows. •' ' . ".' . ' ' (Maximum Design Pressure: —52.5 psf. See General Limitation #7) • • • Fastening Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec' AccuTrac' Option #3: Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —52.5 psf. See General Limitation #7) Fastening Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec— AccuTrac® Option #4: Flat Plates or Drill-Tec'' 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —60 psf. See General Limitation #7) Fastening Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill -Tee' AccuTrac® Option #5: Flat Plates or Drill-Tec— 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: —97.5 psf. See General Limitation #7) Base Sheet: Ruberoid® 20 Smooth adhered in a full mopping of hot asphalt applied at 20-401bs./sq. installed per manufacturer's installation instructions. Cap Sheet: GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS EnergyCap' Mineral Surfaced Cap Sheet adhered in a full mopping of hot asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation instructions. NOA No.: 14-1030.01 MIAMMADE COUNTY Expiration Date: 11/04/18 • • Approval Date: 05/04/17 Page 29 of 31 Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. :...:. 3. Aluminum Fiber Roof Coating. • • • • • • • ...... .... ...... Maximum Design ...... Pressure: See Fastening Above. • • • • .... . ..... ...... .... ..... .. .. .. . ...... . . . . ...... ...... . .. . .. . . NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 30 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'/4" DensDeck7 Roof Board or''/z" 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 maybe installed in multiple layers. The first layer shall be attached in compli;Lncg %ith Product Control • • • : • Approval guidelines. All other layers shall be adhered in a full mopping of approved aspit&t applied Oitfiiri the EVT range and at a rate of 20401bsJsq., or mechanically attached using the fastening pa&e*; of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in apprQy�c asphalt, panel size • • • • shall be 4' x 4' maximum. 00000• • • • .. • • 4. An overlay and/or recovery board insulation panel is required on all applications over closed call foam.imulations..;..' when the base sheet is fully mopped. If no recovery board is used the base sheet shall be -applied using.spot: .....$ mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons t d1ree rows, one at • • each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Ef►circlift q tie • • • •' • strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross vAilation' Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems sValf be • limited to a maximum design pressure of 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered 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 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-1030.01 MIAM MADE COUNTY Expiration Date: 11/04/18 • � • 4 Approval Date: 05/04/17 Page 31 of 31 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. A�Iditiovally, the following items should be addressed as part of the agreement between the owner ant the contractor OMe owneO9•••• initial in the designated space indicates that the item has been explained. ...... .... ...... 2• Renailing wood decks: When replacing roofing, the existing W.0.0v eof deikrt"have �D.,••� be renailed in accordance with the current provisions of Section R4403. (The mWeck is usually ..:..' concealed prior to removing the existing roof system)" ...... . . . . ...... 4. ,Exposed Ceiling: Exposed, open beam ceilings are where the undiereide of The roof decking•••! can be viewed from below. The owner may wish to maintain the architectural appearance,*�rC*fore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements ;AW: 3. X? Owner/Age igna Date Date �( 10550 /V( Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015;