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RF-08-153
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/03/2008 Inspector: Grande, Claudio Owner: DOUKAS, PATRICIA & HARRY Job Address: 374 100 Street NE Miami Shores, FL 33138 -2421 Project: <NONE> Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)757 -8550 Parcel Number 1132060135420 Block: Lot: Contractor: ISAACS ROOFING & INSULATION CORP Phone: (305)234 -5234 Building Department Comments Re roof tile to tile and flat to flat roof Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, February 29, 2008 Page 2 of 2 FOIGEO FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB INSIGHT•INNOVATION•INTEGRATION 16701 Southwest 117th Avenue • Miami, Florida 33177 Phone: (305) 378 -1991 • Fax: (305) 378 -1997 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH MIAMI -DADE BUILDING CODE COMPLIANCE PROTOCOL TAS 106 Pio 1®95 SITE SPECIFIC INFORMATION Owner's Name: C �) P e r Permit #( v g 1 5 Job Address: `� -4 e- i 4# �`r-, ➢ 1,4 (4,f4,1 ' i , R Roofing Contractor: C.5 t el Type of Tile: 3�� S Da Installed 2-- 9 1 -cc Approximate Roof Height: 1 L —feet J Type of Access to Roof: Scaffolds / Ladder Approximate Square Footage of Roof: 4/ cop P ft2 Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100X, Shimpo Instrument Date: '2-2.:* rO 1 Other TEST RESULTS P = PASS, F = FAIL :rest Lofton 1 2 26 upII t Pull 'Test fP or° a 27 51 76 52 77 3 28 53 78 4 29 54 79 5 55 80 8 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 24 25 48 49 73 98 74 99 F 50 75 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. RESPECTFULLY SUBMITTED BY: Vlnayagar M. Balakrlshnan V. P. E. Lic# 63107 Miami -Dade Lab Certification # 07- 0612.11 State of FL Certificate of Authorization # 27273 Sketch cr Roof aaaaaaaaaaa 111111111111111111111111111•11111111111111111111111M111111 aaaaaaaaaailaaa1l1aaaaaaaaaaaa11 aaaaaaaa� laaa aaalaaaaaaaaa aaaa aaaa. IIIIIIIIIIIIIIIIIIIII1IIHIIII ' ( :•. ■aaa a:: i te2 as aaaaaaaaa rediu 11111111111111111111111111111111111111111111111111111111111111111111111 11111111111111111MMINIMIMINIMINIMMIHMINIMER ■a 1iaaaaa 1 '_' .25aaaa11aaa ]aaa aaaa 111111141111111111iNiiiiallaillalilliall1111111111111111111111111111111111 a1Si'aaaa 1 l aaaaa11111E as .101,11WHERMIIMPUMBURINIMI 1111111111111111111111111 a11111R EPAri trailigiaaataal Uaaaaaaaa ,Ml=: etil01a11[aaaaa IIItaa govsarminummaa iRWM11111111111111111111111111 111111111111111111EMINIMIRMILIMILMINUIMMORIMINI mom MINIM 1411111116MISMEVALIMINIUMMINIMMI aa,k.. IIR rIaa a[aaaaaaa �aa�(�!a��±.aa , , � a�a[aa[aaaaaaa ;a�[aa : i 11111aa'L lIr a1^.Ial aaaaaa nmeinpumusummannunsmaiumaumummum 111111111111111111111111M11111MUUNIIIIIIMINIMMIUMMINIMERINI aaaaaaaaaaaaaaaaaa a1 aaa aaaaaaaarQaa__ iaaaaaala aaaaaaaaauraaauIaaaaaaaa aaaaaaaaia!iaaaauaaaaaaaa is uaaaau aaaaaaalaaaaaaa�iaa! ©aa[a[a aaIIaaaaaaEaaaaMaaaaa1aaa Maiaa1111a1taaa1111RM as aaaaaa NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NC3. pTO l�'' �� TAX FOLIO NO. 11Z206613547,6 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 111111111011111110101 CFH 2008R0074628 OR I?k 26184 P9 18211 (119) RECORDED 01/29/2008 10:13:09 HARVEY RUVINr CLERK OF COURT MIAMI-DADE COUNTY FLORIDA LAST PAGE 1. Legal descri Lion of property and street/address.: :"5-7 ' (,f j (h d 2. Description of improvement: -�C?.3 � ( °� -- et -r1 3. Owner(s) name and address: d-S > tofc::,sr- Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: to m 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: AMT 7. Persons within the state of Florida designated by Owner upon whom notices or other documents m provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: m s 0 a g - c -tea 1�= z yip sei v -d 0 ®o �"m 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's No in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of record differe ,. ate i . ecif -'.) Signature of Owner Print Owner's Name Rfjct, t! -u4Qs Sworn to and subscribed before me this --S day of Notary Publi Print Notary's My commission expires" 123.01.52 PAGE 4 5/05 Commission #DD362874 Expires: OCT. 14, 2008 Bonded Thru Atlantic Bonding Co., Inc. Prepared by Ac4.3.1 JSZ Address: k24 S S(.J 15i s M, v►j , Pt- t S ) ,16 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) 74:10(..) Phone # Owner's Address' 4 . (Jc ®s T , City a1[41-, w; tiNsaiS State ( Tenant/Lessee Name RECEOVE JA . 2.5 1008 Electrical WWWWWW 46, Permit No. fir 08-153 aster Permit No. Plumbing Mechanical Zip Phone # Job Address 400t t h e work is being done) 31, e. ( 00 5 i . City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO ✓ Contractor's Company Name ZC't A, Phone # co >`2. i cos s Contractor's Address s ci Ztts- c /57 r, City % i State C°(r Zip Qualifier Name 44 4 Z A3 1 2. Phone # 78t43 - 27' Z • x `2 5 c State Certificate or Registration No. C.-c-C--t3 S CQ Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ s 200° Phone # Square / Linear. Footage Of Work: Type of Work: ['Addition DAiteration fNew Repair/Replace ❑ Demolition Describe Work: z)V 1--; (0 To l (,c 4'(1-- l m 4T. Submittal Fee $ * ** * ** * * * ** ** ** ** * **** ** *, * * * * *, *p ** * * *, * * *, , , * ** * **** ** * * * * ***** * * * * ** Notary $ Training/Education Fee $ 400 Scanning $ 2.-00 Radon $ Permit Fee $ Bond $ Code Enfor Structural Review. $ CCF $ 1 Z CO /CC Technology Fee $ 3.-13 Zoning $ uble Fee $ Total Fee Now Due $71- 13 2 !iii! 4C15 E(' VILLAGE See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AJI IDAVIT: 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 40TICE OF COMMENCEMENT." ? . Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Acde„,._ Signature ')L, The for day o Owner or Agent trument yrs acw iedged 1,111 s 00 by , CC 'GZtt-- CAA- who is personally own to me or who has produced 'CO As identification and who did take an oath. NOTARY PUBLIC: Z2. • (D e: �, Ca • `i ° A'. O gitrMil - -- �, . r7 4' 1 ! .,k, `�� 'l },. My Commission Expires: * * * * * * * * * * * * * * * * * * * * ** Commission #DD362874 Bonded Thru Atlantic Bonding Co., nc. APPLICATION APPROVED BY: (Revised 02/08/06) Signature Contractor instrument was acknow edged before : this 20O by 6k —L - who has produced as identification and who did take an oath. NOTARY PUBLIC: The fo day o who is Print My Co mission Expires: 1`E OF FLORIDA Commission #DD362874 *pig *,aQL 4 2008 Bonded Thru Atlantic Bonding Co., Inc. * * * * * * * * * * * 08. Plans Examiner /0 . Engineer Zoning 71tiaoti so Male WU9V evrio 10050 NE 2nd Ave * Miami Shores, FI 33138 Phone 305-795-2204; Fax 305-756-8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: 7k..)1c O Property Address: art `-( i t ®2) Roofing Permit Number: Date: \ • Z2� O Dear Building Official: 1 -�j certify that I am not required to retrofit the roof to wall connections of my building because: he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The b ' ding was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the pro ons of 1994 edition of the South Florida Building Code (1994 SFBC) Signature State of Florida County of Dade Pair;ci tokaS Print Name • OWAig The undersigned, being the first duly sworn, deposes and says that he /she is theTbr fpr the above property mentioned. c �, Sworn to and subscribed before me this c=23 day of fvf / O2O6i Notary Public, Sate of Florida at Lar NOTARY PUBLIC -STATE OF 110 A S. I. Castellanca ion #DD362874 When the just valuation of the structure for purpose of a : axalion is equal to or more than $300,000.00, an uilS ndtgnstic ;U ° " "h Bonded Thru dentic Bonding Co., Inc. FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. r all L. ILI H. ilorma• •4,1"..r • a w■-•••• • • • a a• • ..••••• • • •••.- • - -•- - - A PART THEREOF. COMPLETE THE BELOW NUMBERED CI I ltENS PROPERTY INSURANCE CORPORATION POLICY. CITIZENS PROPERTY INSURANCE CORPORATION, WIND ONLY POLICY 6676 Corporate C.enter Parkway, Jacksonville, Florida 32216-0973 INSURED NAME AND ADDRESS DOUKAS, HARRY AND PAT. 374 NE 100TH ST MIAMI SHORES, FL 331: POLICY TERN 2/02/2007 RECEIVED unzENs 1 IA 2801 8 2/02/2008 INCEPTION DATE EXPIRATION DATE CHANGE NO. 1 THISISANAMENDED DWELLING THIS CHANGE IS EFFECTIVE 2/02/2007 AT 12:01 A.N. (EST) CITIZENS POLICY NO. 6008206 THIS IS YOUR POLICY DECLARATION PAGE PAGE 3 Item Flo. MOUNT 61i INSURANCE Percent tl'l e- c • DEDUCTIBLES .* .. Territory •• Premium Building. Contents i plioallle WE Z '• OE • .- ', •• 1 * THIS STATEMENT OF COVERAGE GIVES THE STATUS OF YOUR A RETURN PREMIUM OF $ 499- RESULTED FROM POLICY AFTER THE RECENT CHANGE(S). THIS CHANGE(S) (2%) T-24 2,098 (1.000 P) Equivalent, Roof Deck Built Verified: No -1946 your dwelling, contact your agent. . . p-I ' ( 424- PREMIUM + 75- SURCHARGE) * 163,000 81,500 $3,260 (2%) /$3,260 ONE STORY MASONRY 1 UNIT DWELLING LOC: 374 NE 100TH ST MIAMI SHORES, DADE FL 33138-2421 One story, Masonry, gable roof, roof covering: Non-FBC Attachment-A, roof wall connection: Toe-Nails and Year If the above characteristics do not accurately describe TOTAL — • I A OP C• , D1z4vsj i WO • ' Z , 11, • : NO Ilv IR N. • Z 0 k.11. th : ,jO liv $ $ 2,098.00 244 500 Tax-Exem , Sur 37.00 2005 FHCF Emer A- ssmnt $ 21.00 Reins/Cat Financing $ 315.00 2 471.00 .ject to Form No(s : CIT DW2 07 04 CIT W04 90 10 05 CIT W24 05 05 CIT WO1 94 10 05 Mortgagee/Loss Payee: TROPICAL FINANCIAL CREDIT UNION P.O. BOX 451959 SUNRISE, FL 33345 LOAN #879080 ...____ Agent: RUSSO TIG SERVICES 5957 258 E. ALTAMONTE DRIVE SUITE 2002 ALTAMONTE SPRINGS, FL 32701 (800) 771-7305 CIT-W03 10 05 59575 Team 2 INSURED Date: 4/06/2007 POLICY DECLARATION - INSURED COPY '-iif08•-61503 QSY 40777 47681 011584 WH-VELOCITY HURRICANE ZONES Floticta'auitiling Mule Editioi: h;Veleti Herriceeelaee Urilferm PerreltA :to.otiottA. • * •• •• • • • • • • • • •• • • • • • • ••• • • •• •• • • • • • ••• • • • • • • ip ••• • • RECOVE • • • 114AP;O r•Perrtiftl:Ne.. • . , . 1° ••••• • • • • • • ••••••• • • Coritteketoit:Nante • • • • • • • 4:obAdifi-es.*: As'Alioqq pitonvi.6; '11(10:0 Niothatitoilysf#00-treolle 41,100:P*0401#00,' 0 i§:PPPiliiiitq:Wi4-rt0I50, :•k0.001*15.0' . ;:.1.1..tat.igat.veeiveiAttle mr..0.0.4":.5.40410sP4X44 New Ropf t-r,(1Zerbefirit Abdo:wag: 0 Etoorr 0 iviottitertatia.A rtoorioi-ttEtt ft4PORMATION LoWl.Seiie Reof:*64 (SF P1kped (SF ISSO g261) . STATE AND COUNT 1.-ka" ULATONS • • • OJr • • • • • TIAGVE -Aa HURRICANE ZONES • • • • • • • • • • • • • • • • • • • • • • • • •••• • • • • • • • • • ••• • • • • • • • • • • a • • Os. a • • • • sElaricia Oultd:Ing CodeZtlitt442$104 • • . 14141TVOC.Itity'littrfi.9anOcrgtortuPerrnitAppltatiltotform.:... SettiCIFY.C4L0f 13111 CornpOnstrt§ ant itl4tttifyiViatiiifattilreir ga,t0tripetr60istiatuektli .1d ehtlfres'"NA1 Syet.eiraham.irdbturer. G ze(., cora cle*BrIVirld Preset/re% flpraliM12.&!er"Ceitutallorm ilmeuct: `-.1 61° l'Attett*:. 2.° (4? ..PlYet3;12-4 - 3 Mak.OesPressure; tromtlie:Speeitio310& BYs,tent 5.2 .S oa:dc Type: cP1.!-Itch_lsc..-,0C:z' Geoeffliftkriess: Skye: AnChor/Be.se'Sheel*No,ePtyks): Artehhta$0,thkiai FesterteriBbndin0. M * t 4 121,,5 tneulatton Base Layer.?Z9—la c Bt:9:6.in'sulOtfori.ekevand BazettilsuiatipoEe.eteriettBilndfiv*tetia . h.z...—C, 4) (i. AAA • -TeplesEdilitien'leyer.... 0 Is, . . I TO. lile41411Orcelikeritr.Tfitticries:siA N.,._ 70p:Irfguidliort.ragterieqBonding'MAteriit. -liasse.theet(S)AfNe.4.fRiy(s)Y. istap,ort. Pteshett(b)4,rogglo:iym: T---4-)6Crt.c)1/4 lalfalieetfaetelleriBioatigsM ft; tevviT. *5(pin,p/a7 . . d\vp.(4914- t • • • • • • • • • • • • • • • • • • loPeApolloOm3 • Ftir430.4141 Attaditnetilb " ::::: •• • • • .. Fleid:. 4 ,LaNstA.RowlisTP--en 1°. "ea Perimeter; 1.-togtep,;#::ftewpi @ ,‘...ec Comer: rd) Lap; I PRow 8, (0 '!oc NiOnitierof OastenemPorinsulation PO* fr Field POtter Carnet Woadbbckfn lilYstrsato;Coni.porteMA,Notie.dmOd turpt,F,.. E09.0. 7r.emilnation, Mallifri4, ."0011tifiudill Cleat, Catit trip, 134.0 #14shinv, 'Os:inter- Flashing, Et. •lridteate: Mean Ettidt 1iitt, Parapet •leight of Bpse sriastang,. cernpoent Material, Material Thickness, Fastener Type., Fastener Siabrntr.Mandradaters.•.Details. that tornP.V.-14WRAS 111,4401700er 16. 4-to D.1745-4 I--0.347.0-11- 34-3 FLORIDA BUILDING CODE RESIDENTIAL 44.21 HIC4H-VELOCITY HURRICANE ZONES • • • • 000 • • • • • • O0O 110 • 00 • • • •• •0 • • • • • •0• • • • • • ••• • • • • 000 • •• • Florida .Building Code Editioji 1004 . • : • .. High'Vela.eity Hun-km-leaps PerratAp • : • ill • 4,14. •••-• •• • Section 0 (Steep loped Roof Systern). " • • ••• • • • • V A 000 : • • • • • •• • oo . . ROof System Manufacturer: E ... o . o •..... ..° Product Approval Number: 04 QS 2-G, . o'e_ NIthirnum Design Wind Pressures, if Applicable Co RAS 127 or Calculations): •P : S P2: eiS 4 ( P3it QS ,( Maximum Design Pressure Product Approval Specific System: 14-3B ) Method of tile attachtnen• VA .c.- A et\ - Steer) S opesi Roof . vstem Descriptton Deek Type:, .ype Underlayment. sulation: Fite Barrier: a$ R dg:e Ventliatien? Type &Spacing! Adhesive Type: Mean Roof lieteht: id ype Cap Sheet: :Roprqpyering: e.,4,,k, 'TA C Type & Size Drip Ogel 35(3 _4) :• • 1: 'V ollpHriEL•Oherf14 &IURRICANE ZONES • • • • • • • •• • • • • • • • • • • • • 00. • • • • ••• • • • • ••• • • • • .! • • • • • • • Florida Building Code.:EditIolif tOt14 • • • • • 1419h Velocititfurricano:Zone.UnifOrroPerntitApptcairev.Fomjg,., ; • • • .0 • • • • • • • • • 1 • • •• • • . * • OOO •• 'O • : et : •• .• OO • Section E (Tilw:Calculatignpt • • • • Por Moment hasettle systemsi choose either Method 1 org,2.4tinitalecCtbrodles • for Movith the values' from Idr..1.1 the Fir values are greater Om oreqtral t& Mei& • • ' valoes„ for each ofthe-ro4then the:blest:tub moot method is.acceptable. Method 1 "Mexueut Based TJe Calm, Per RAS 121" !NO ' (Pi: 45 x i2-1/_ .12.44)- 5 Product Approval gido 214.3.4-‘)-- Mg: 60/ 9 Product Approval M, (P3: A x = .34 - Mz ,, kct.4(4 ProductApproval M., fir; Method l'"Simplifie d' Tile Caleu don Per Table Mow" RequIrcd:Mommit orR-esistance (Mryfrom Table geiow Product Approval M, • tii,. Required Moment ReOletante* Mean Roof VA –la- Root Slope 4 15' 20' 28' 3111` 40' 212 34.4 36.5 • 58,2 351 42.2 3442 32.2. aim 30:5 37.4 35;8 4112. '30:4 32.2 ' 35:1 37.3 5:12 284 30.1 31.6 F t_. sits 6112 20,4 28.0 25.4 • • 1* tenth vF-Aviitill • 'Product ApProyal 712 243 25:5 271 2 2 MO •Most be used 1.13 conjunction with :a Broward County Board cif ItUles nD.d.pj For Uplift based tile systems use valves forrJr the F` values arc area of the. roof, then tbetilwatta. based tito.gysteuts.teudolved' by. the Cputpaxed atrvaiues4or F' withAbe or equal to the Fr values, for Omit eeptabie. Methed -3'4U i3iJ t CAlottla!'ortslret RAS 121' 's 1: ' ) W' en FH: Product Approval F. : x cos Product Approval F. (P3 4 X Wt )-18,1h X cos 0: Product Approval F' .10/hereitellbtatujAtorirtEitimi be rI la. in I Where. tra RI Vr ia isrlt: W1 Tatitellertyjr:ausettgluestittg snatys repredby 'PE based on:ASCE 7 MeimtRocif:ftei :la ..letiSite . •Ittior ffieve 490,Site . . . Itirody.tronie Multipl ter • Product Approval .... -flesh:win littotneetAutio:Oneti • •• . * Product A. 'royal . Atittebuteet Resistance. • • Product Approval legitired Moment Reilttsnee , esteulated Iviteimuur Atutcluneet Resistance Product A ..roval • .Requitightliit.RisiStite F t_. • :ettleetsted . . Ave/ i' "tleNttet* it W • Product A ..roval Tifullmenslent • . • • 1* tenth vF-Aviitill • 'Product ApProyal . At Itsteel Odom:must liessubmitted 4) be13efitlin .Ottelatir Igeititee-et nift - • italitiu, . FLORIDA BUILDING CODE — RESIDENTIAL 44.23 SECTION R440243 HIGH VELOCITY HURRICANE ZONES — REQTR$D pWe�1 Shi 1?ICATION FOR ROOFING CONSIDIRA N s •: R4402.13.1 Scope. As it pertains to the section, it is the responsitjility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the IQnt it of the';ect i Theaptgvisions of Section R4402 govern the minimum requirements and standards of the Mcistr: for roo€iiig'Ntei'h slitiI1eigns. Additionally, the following items should be addressed as part of the ter eemetet bstw.en the' cLv n ant the contractor. The owner's initial in the designated space indicates that the item has been explained. •.•• • • • •• ••• •. • ••• • • • 1. '� t, Aesthetics- Workmanship: the work n i • p proviligns of Section R4402 are for the purpose of providing that the roof system meets the wind resisianc�'and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. P� Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flow 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 of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which„can result in extending the service life of the roof. 9 Owner /Agent's Signature Date Contractor Signature Date MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 •• • • •• • • • • • • • ••• • • • • • • • • • ••• • • • • • • • •• • • • • • • • • • • • • • • • • • ••• MIAMJ -DADE COUNTY, FLORIDA • •: • e t:15ADFr Pj..AIGL' i•BUILDING 14 WEST I LAL J R sirata, SUITE 1603 • • • • • • �MIANII, FI2)RIDX 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 •• • • • •• ••• •• • • •-. -• . -• -. 7 • •• • • • • • • . • • ••• •• • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHl). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AH.1 may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miarni -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 #02- 0408.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 1 of 32 ROOFING SYSTEM APPROVAL Category: Roofing Sub - Category: SBS /APP, Modified Bitumen Deck Type: Wood Maximum Design Pressure -75 psf Fire Classification: See General Limitation #1 • • ••• • • • • .. .. .. • • • .. .. • • • • ... • • • • • • • • • • • • • • ••• • • • • ••• • • • ... • • ... • • • • • . • • • • • • .. • .. • . .. • .. • • .. • • .. .... • ... ... • • • ... • • .. ... .. • . • • • •• • • • • • ••• ..' TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixTM Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (MatrixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) GAFGLAS #75® GAFGLAS #80 UltimaTM Base Sheet GAFGLAS Flex P1yTM 6 GAFGLAS Ply 4® GAFGLAS ®Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated Dimensions 5, 55 gallons 601b. Bags 1001b. bags 5 gallons 1, 5 gallons 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test Specification ASTM D 41 ASTM D 1863 ASTM 1227 ASTM D 2824 ASTM D 3019 ASTM D 3409 ASTM D 4601 ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D3672 ASTM D 4897 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered aluminum coating. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10123 /03 Page 2 of 32 Product GAFGLAS® Flashing GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID® SBS Heat - WeIdTM Smooth RUBEROID® SBS Heat - We1dTM Granule RUBEROID® SBS Heat - WeIdTM 170 FR RUBEROID® SBS Heat - WeIdTM PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID Modified Base Sheet RUBEROID® Modified Bitumen Adhesive RUBEROID® SBS Heat - WeIdTM 25 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUBEROID MOP 170F1t RUBEROID MOP FR RUBEROID TORCH Smooth Dim enn�sions various 39.37" (1 meter) Wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) Wide 5 gallons 1 meter (39.37") wide 39.37" (1 meter) Wide 1 sq. roll 87 lbs. 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test Specification ASTM D3672 ASTM D 4897 ASTM D-6164 ASTM D-6164 ASTM D -6164 ASTM D-6164 ASTM D -6164 ASTM D4601, Type 11, UL Type G2 BUR ASTM D 3019 Type III ASTM D-6164 ASTM D 6222 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6222 ASTM D 5147 • • •• •• • • • • • • • • • ••• • • • • • • • • • • • • • •• • • • ••• • • • • ••• ••• • • • • • • • • • • • • • • ••• • • • P�-r-o-Sduct • • • • • • ison ti ®n• • • As�ihal: boated lass fiber mgt flt ling sheet available in three sizes. Fiberglass base sheet coated on both sides•NGiti asphalt. $utte ollAie bottom sifenthgranui!s embtlldetl ilR asphaiiic•cdMit. • Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Premium glass fiber reinforced SBS - modified base sheet Fiber reinforced, rubberized Adhesive Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 3 of 32 Product RUBEROID TORCH Granule RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 170FR TORCH Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR RUBEROID® ULTRACLAD® SBS RUBEROID® Dual FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (MatrixTM System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Shingle- MateTM Underlayment Tile -Mate Modified Base Sheet Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 5 gallons 5 gallons 100 ib. cartons, bulk 60 lb. kegs 4 sq. roll 30lbs. 1.5 sq. roll Test Specification ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6164 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type I ASTM D312, Types 1, II, III and IV ASTM D 5147 • • ••• • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • • ••• •• •• • • • • • • • • • • • • • • • • ••• • • •Prvili et • • • • • • •DCscliption• • • I3ed yy duty, pfilyes;e4reingbraect asphalt madif?e 'bitui ien membrane, granule surface. Heavy 'ddqty;pgl'ypst2rjrettilbrrdl; asphalt modified:M*4 z$eibItne, granule • suracfe•• • ••••••• • Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass max coated with fire retardant, polymer modified asphalt and surfaced with mineral granules.' Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. One -way valve vent used to relieve built - up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non- fibered. Aluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt SEBS modified asphalt Fiberglass reinforced shingle underlayment SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat tile underlayment. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 4 of 32 Product Tile -Mate Modified Cap Tile -Mate Modified Cap Plus Dimensions 1 sq. roll 103 lbs. 1 sq. roll 102 lbs. TopCoat® Surface Seal SB 5 gallons (Matrix 602 SB Coating) GAF WeatherCote® 5 gallons MB+(Matrix 715 MB Coating) TopCoat MB +(Matrix 715 5 gallons MB Coating) WeatherCoterM (Matrix 5 gallons 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC 5 gallons 5 gallons Matrix 101 System Pro SBS Adhesive (Ruberoid ®MB) Matrix 201 System Pro SBS Flashing (Ruberoid ®MB) Matrix 102 Select SBS Adhesive (Ruberoid ®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RUBEROID® Modified Bitumen Adhesive Test Specification ASTM D 5147 ASTM D 5147 ASTM D3019 5 gallons ASTM D3019 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM D3019 ASTM D4586 ASTM D4586 ASTM D4586 ASTM D3019 ASTM D 2824 5 gallons ASTM D2824, Type I 5 gallons ASTM D 3019 Type III • • •• •• • • • • • • • • • • ••• • • • ••• • • • • • • • •• • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • ••• • l od ict • e• • • • • •• • • etcp ' • • • .. ri t70n • • • • • • Non -woven polpestermat canted ,ith • polymer modified asphalt and surfaced with mineral granullas tale underlayment • Non -woven polyest APPROVED INSULATIONS: Product Name GAFTEMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAFTEMP® Composite A & N (BMCA)GAFTEMP® Fiberboard GAFTEMP® Permalite GAFTEMP GAFCANTTM GAFTEMP Permalite Recover Board GAFTEMP GAFEDGETM Tapered Edge Strip (BMCA) G Density Fiberboard BMCA EnergyGuard, RA I. 0 TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board High High density wood fiberboard insulation BMCA Composite EnergyGuard, RA PYROX White Line ACFoam I, lI & Composite ISO 95+ ISO 95+ Composite EPS Wood Fiber High Density Wood Fiberboard Pelite/Urethane Composite Perlite Insulation Dens Deck E'NRG'Y -2 & E'NRG'Y -2 PLUS, UltraGard Gold Polyisocynurate foam insulation Polyisocynurate /wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate/perlite ridged insulation Extruded polystyrene insulation Wood fiber insulation board Wood fiber insulation board Perlite / urethane composite board insulation Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation • • ••• • •• •• • • • • • • • • • • • • • • • .•• • • • • • .• • ••• • • • • • • • •• ' • • • • • • • • • • • • • • • • • ••• ••• • • ••• •• •• • • • • • • • • • • • • • • .•• ••• • •• • • •. • • • • . • • • • • •••• •••. • • • Manufacturer • • • • • (With• ir;eth *gm • • • givvi4teriis 0 :.. .. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. . GAF Materials Corp. BMCA BMCA Apache Products Co. Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. Generic Generic Generic Generic generic G -P Gypsum Corp. Johns Manville NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 6 of 32 APPROVED INSULATIONS: Product Name FiberGlass Roof Insulation ISORoc Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number 1. 2. TABLE 2 Product Description Glass fiber/Mineral fiber insulation Polyisocyanurate foam / rockwool composite insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation Product Name GAFTITE® (Drill -Tec ®) #12 Standard & #14 Heavy Duty Roofing Fastener GAFTITE® (Drill -Tec ®) ASAP 3. GAFTi'1'F® (Drill -Tec ®) Base Sheet Fastener and Plate 4. Galvalume Plates (Drill - Tec® Metal) 5. Polypropylene Plates (Drill -Tec® Plastic) 6. Dekfast Fasteners #12, #14 & #15 7. Dekfast Hex Plate 8. Dekfast Lock Plate 9. #12 Roofgrip Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 12. Glasfast Fastener TABLE 3 Product Description Insulation fastener for steel, wood & concrete decks. Pre- assembled GAFTITE Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. 2 718" x 3 'A" 3,x31`" • • •• •• • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • ••• •• •• • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • • •• •• •• ••• • • Manufacturer (%Yith,Cprrgnt atA1• • • Job' Ata4vi2le : :. ••••••• • • • • • • • • • •• Jon Manville• • • • Masonite. RMax, Inc. Partek, Inc. Manufacturer Dimensions (With Current NOA) GAF Materials Corp. 3 " and 3%z" 3 " and 31/z" Polypropylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate 3" round 3" square 3.2" GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. Construction Fasteners Inc Construction Fasteners Inc. Construction Fasteners Inc. ITW Buildex Corp. ITW Buildex Corp. ITW Buildex Corp. Johns Manville NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 7 of 32 • •• • •• • • • •• • • • APPROVED FASTENERS: Fastener Number Product Name Olympic Fastener #12 & #14 Olympic Fastener ASAP Olympic Polypropylene Olympic G -2 Olympic Standard Insul-Fixx Fastener 19. Insul -Fixx S Plate 20. Insul-Fixx P Plate 21. Tru-Fast 22. Tru -Fast Plates 23. Tru -Fast Plates EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Factory Mutual Research Corp. Trinity Engineering PRI Asphalt Technologies, Inc. IRTofS.FL. IRTofS.Fl. TABLE 3 Product Description Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round galvalume AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Test Identifier Current Insulation Attachment Requirements FMRC 4470 -PA 114 Wind Uplift PA 114 GAF -020 -02 -01 02-005 02 -014 • • ••• •• •• • • • • • • • • • • • • • ••• • • • ••• • • •• •• • •• • • • • • • • • • • • • • • ••• • • • ••. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • • • • Manufacturer • • •• • • • •• • Dimensions WithCuvent�iOA) • • • • • • • • • .. • u1yn%pic Manurachatfig • • • Group, Inc.• .. • • • Olympic Manufacturing Group, Inc. 3.25" round Olympic Manufacturing Group, Inc. 3.5" round Olympic Manufacturing Group, Inc. 3" round Olympic Manufacturing Group, Inc. SFS /Stadler • • 3" round 3" round 3" round 3" round SFS /Stadler SFS /Stadler The Tru -Fast Corp. The Tru-Fast Corp. The Tru-Fast Corp. Description Date FMRC 1996 01.01.96 J.I.1B9A8.AM 09.04.97 . J,L 3D4Q2.AM 04.30.97 4483.04 97 -1 06.06.97 ASTM D 4977 02.01.02 TAS 114 01.18.02 TAS 114 03.22.02 NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 8 of 32 • APPROVED ASSEMBLIES Membrane Type: Deck Type lI: Deck Description: System Type A (1): Anchor sheet mechanically fastened, all layers of insulaii i aah {re 'wit i•: approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) ACFoam -I, ENRGY 2, GAFTEMP® Isotherm R, ENRGY 2 Plus, GArI'EMP Isotherm �RAA,, �, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N, ISORoc, BMCA EnergyGuard, BMCA EnergyGuard Composite, EnergyGard ISO, EnergyGuard RA Composite, EnergyGuard RA Minimum 1" thick NIA NIA Wood Fiber, GAIT "TEMP® Fiberboard, BCMA High Density Wood Fiber, GAFTEMP® High Density Wood Fiber, GAFTEMP Recover Board Minimum Y2" thick N/A N/A SBS Wood, Insulated 19/32'' or greater plywood or wood plank • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • 1 • • •• ••• ••• • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • ••• ••• ••• • • • s • 'I• • • • •• •• •• • • • • • • • • ••• •• Paroc, Perlite, GAFTEMP® Permalite Minimum 3 /a" thick NIA NIA Fiberglas Minimum 15 /16 " 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 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. 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® Eliminator Perforated laid dry or a layer of GAFTEMP® PERMAL1TE or wood fiber overlay board on all isocyanurate applications. Anchor sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable Base Sheet, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- WeldTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any Options: of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 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) NOA No: 03- 9501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 9 of 32 • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • GAFGLAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or eny o. above Mchple • sheets attached to deck with approved annular ring shankan4ls end n caps& a • :: • • • fastener spacing of 9" o.c. at the 4" lap staggered and in etwfrui 9" •in xc : : : field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Tec (GAFTI TE) #12 or #14 Screws and 3" Plates, 12'.c. 3 rowis. 6i e: •' •. • row is in the 2" side lap. The other rows are equally spaced a pit4tr¢tclyk :or . in the field of the sheet. • • • • • • • ••• • • • (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAN'l'Ii i) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Tec (GAFTTI'E) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 ULTIMATM Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS STRATAVENT® Eliminator Perforated (laid dry), RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat - WeldTM Smooth or RUBEROID SBS Heat -Weld 25 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 (see General Limitation #4). Ply Sheet: (Optional) One or more plies GAFGLAS PLY 4 ®, GAFGLAS Flex Ply 6 sheet, GAFGLAS #80, RUBEROID MOP Smooth, RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs. /sq. Membrane: One or more plies of RUBEROID® 20, RUBEROID 30, RUBEROIDD 30 FR • RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, RUBEROID MOP PLUS, RUBEROID MOP PR, RUBEROID ULTRACLAD ®, or RUBEROID Dual FR fully adhered in an approved asphalt at an application rate of 25 lb. /sq. ± 15 %. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb. /sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60.lb. /sq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb. /sq. ± 15 %. 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gal. /sq. Maximum Design Pressure: See Fastening above. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 10 of 32 Membrane Type: APP /SBS Heat Weld Deck Type 1: Wood, Non- insulated 19 Deck Descri tion: P � /32" or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: • • ••• • • 0•••• • • • •• •• ••• • • • • • • • • ••• • • • • • • • ••• • • • • • 0 • • •• • • • • • • • • 0 • ••• •• ••• • . • 00 • • • • • .•• • • • • • • ••• •••• •••. • •• • ▪ : : • • •• •• • •• •.• • • • • ' • • •• GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT€4 Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex PlyIM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tee (GAIL TITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFI fl'E) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec (GAFFITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tee (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat WeIdTM Smooth or RUBEROID SBS Heat -Weld) One or more plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. or Ruberoid Torch Smooth torch applied according to manufacturer's application instructions. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 28 of 32 Membrane: • • ••• • •• •• • • • • •• •• ••• • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • • • One ply of Ruberoid® Torch Smooth, Ruberoid ® 'farck 3ranule;airctoidt• , •• Torch Plus Granule or Ruberoid® Torch FR torch:apWlied according'tb, • • • • • • manufacturer's application instructions. • • • • ' • • ' • • • • • • Or • One or more plies of RUBEROID® SBS Heat -Weld 4I,U,S, RI.TBF41.0 J • SBS Heat WeldTM PLUS FR, RUBEROID® SBS H egt;W f rle T X 10 1Z, • • RUBEROID® SBS Heat- We1dTM, RUBEROID® S$,s H4tt;PVei g°mooth, RUBEROID® UltraCladTM SBS and RUBEROID® SBS Heat- We1dTM 2L applied according to manufacturer's application instructions. Surfacing: (Optional) Install one of the following: 1. Gravel or slag applied at 400 lb. /sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb. /sq. 2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. or GAF WeatherCoat® Emulsion at 3 gal. /sq. (Torch Smooth applications only) 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 Maximum Design Pressure: See Fastening Above NOA No: 03 -0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 29 of 32 Membrane Type: SBS Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank System Type E -2: RUBEROID® Tile Underlayment, Base All General and System Limitations shall apply. Anchor sheet: GAFGLAS® #80 UltimaTM Base Sheet, RUBEROID® 20 base sheet or Tile -Mate Modified Base Sheet applied with a minimum 2" side lap and a minimum 6 "end lap. Base sheet may be applied at a right angle (90°) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet. Ply Sheet: (Optional) One, or more plies GAFGLAS PLY 4® PIy, GAFGLAS FIexP1yTM 6 sheet, GAFGLAS #80 UltimaTM, RUBEROID MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. One ply RUBEROID® MOP, RUBEROID® MOP PLUS, RUBEROID® SBS Heat- We1dTM Granule, RUBEROID® SBS Heat WeldTM PLUS, Tile -Mate Modified Cap or Tile -Mate Modified Cap Plus, membrane may be applied at a right angle (90°) to the slope of the deck* adhered in a full mopping of Type IV asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Membrane shall be backnailed to deck with approved annular ring shank nails and tin caps in accordance to applicable Building Code. No nails or tin caps shall be exposed * Membrane may also be installed parallel to the slope of the roof (i.e. strapping). If membrane is strapped, then anchor sheet and ply sheet must also be strapped. • • ••• • • ••.•• • • • • •• •. '• • • • • • • • • . • • ••• • • • • • ••• • • • • • • • • • • • • •• • • ••. • • • • • • • • • •• • • • • • • • • ••• • • • • •••. • • • . ••.. ••.• .•• • • • •• •.. •• OOOOO '• Sheet mechanfiea11y attached.. • :.. ••• Membrane: Maximum Design Pressure: Maximum Slope: Refer to tile manufacturer's NOA. Must Comply with Roofmg,Application Standard RAS 118, RAS 119, RAS 120 and applicable Building Code. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 30 of 32 • • ••. • • •• • •• • • • • • • • ••. • • • • • • . • • ••• • • • • • • • • • • • • • ••• • • • • ••• • WOOD DECK SYSTEM LIMITATIONS: • •' • • • • •' • • • • • • • • • • • • • • • • • 1 A slip sheet is required with Ply 4 and Flex Ply TM 6 when used as a mechatatoally faste$ef base•gf 0 • • anchor sheet. 2. Minimum 1/4" Dens Deck or 1/z Type X gypsum board is acceptable to be i.n t 11edd directly+ over the wood deck. •. • • • • • • • ' . • • • • • • • •• • • • • • ••• •• GENERAL LIMITATIONS: • • • 1. Fire classification is not part of this acceptance, refer to a current Approved. Roofmg Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first Iayer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" 'ameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (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 with 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 comers and comers). (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 9B -72 of the Florida Administrative Code. END OF T13IS ACCEPTANCE NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/2,3 /03 Page 32 of 32 MIA MIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE CIF ACCEPTANCE (NOA} Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 •• • • • • •• ••• • • • •• •• "• • • • • •••• • • • • • • • • ••• • • • • • •• •'• •" • • :Met 141 MAFLOC€VW, I LZSR ?DA • ETIiQ- DAI3F. FLActER INIt.17IN# 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 M5) 37 29,01, (( 375,4908 •• • • • • • ••• •• ••••• • • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jorge L. Acebo. NOA No.9r fi /-p/ -li�,plizra nORM;0.5. U1it 00ov bate; 04/1314. Pate 1of7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: • • ••• . • •••• • • • • .• •• ••• • • • • • • • • • • • ••• • • • • ••• • • • • • • •• • • • • • • • • • • ••• • • •• • • • ••• ••• • • • • • • •• • •. ••• • • • • • • • • ••• • • o • •• ••• ••• •• . • : • • • . •• • • • • •• • • • • • ••• •.• This approves Polypro® A11160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does 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 tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro® AH160 N/A TAS 101 Foampro0 RTF 1000 ProPack® 30 & 100 N/A N/A • Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: pia r Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158 °F., I00% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Testiest --- c Test Identifier Test Name/Report Center for Applied Engineering #94 -060 Date TAS l0i • • •• 257818 -1PA TAS 101 •• ••• • .1f6/D6 • •• • 25- 7438 -3 SSTD 11 -93• • : • • • • 1t /25/Di. • • e 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 Polymers Division 02/01/94 • • ••• . •• .. • • • ••. •. • • • • • • • • • • • ••• • • • • • ••••••• • • • • . • • • • ... • • • • • • • • • •. .. • • • • ••. ••• ••• ... •.' • • • • Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739- 0621)[1J ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109-6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AI-1160 shall solely be used with flat, low. 8z 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 Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof the adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F 2 F'= MS W NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 INSTALLATION: • • ••• • • • ••• • • • • • • •• • • • '•• ••• • • • ••• • • • • • ••• • • • • • • • • • • •• • -••• • • • • ••• •••• • • • • • • • • • • • • • • • • •••• • • • 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift • • • • resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Appli tjor=sIctlar;Carnthes corresponding Placement Details noted herein. The roof tile assembly's adg srire7atMa t: with ; the use of Polypro® AH 160 shall provide sufficient attachment resistance, expressed as an up'Ilit • • based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with - Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and Iicensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a List of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTFI000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Flat, Low, High Profiles Placement Detail High Profile (2 Piece Barrel) Flat, Low, High Profiles Flat, Low, High Profiles 1 #1 #2 Single Paddy Weight Min. (grams) 35 17 /side on cap and 34 /pan 24 Two Paddy Weight per paddy Min. (grams) N/A #3 N/A N/A 8 LABELING: All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein. 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.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 • • ••• • • , • • •• • • • • • .• • • 0 ••. 0• • • • • • • • • • • ••9 • • • • • • ••• •• • • • • ADHESIVE PLACEMENT DETAIL 1- • • SINGLE PATTY ••• Rag through plastic cement Eave course only. Keep adhesive approx. 4In. up from weepholes Fascia • ••• • • • • • •9 • • • • • • ••• , • • • • • • • • • • • • • • • • • 11 Place enough adhesive to achieve 17 to 23 2x4sappr cations square inches In contact with the pan tile 2) Tum covers upside down. Place adhesive 112 i` To 1 it From outsido edge of cover tfle. Then install the tile. Underlayment Nail through plastic cement Remove top portion of the save cane cover tile. Abut to second course of pan tiles. Enure eave end of pan and cover tiles are flush at nave fine. Eave closure (mortar shown) Weephole Fascia Sheathing Optional Point -up Roder on longitudinal edges NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 • • ••• •• •• • • • • • • • • • • • • • ••• • • • • •• • • ADHESIVE PLACEMENT DETAIL 2: : • ••• SINGLE PATTY • • • ••• •• •• • • • • • ••• • • • • • • • • • • • • ••• ••• ••• • • • • • • • • • • ••• • •• •r • • • • .•• s • • •• ••• •• • • . :• s• • • • • •• • • . • ± ••• • • . • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 •• •• ■ ••• • • • ••• • • • • • ••• ••'• • • • • • • • ••• • • • • • • • ••• •• •'• Le. • . ADHESIVE PLACEMENT DETAIL:. i • .' . •s0 •� • • DOUBLE PATTY ' • • •• • Nail through plastic cement Paddy (between tile) Paddy (under tile) 3 in. x3in. Single paddy on under - layment Single paddy under tile Single paddy on top of tile Eave course 2 in. X 7 in. medium size paddy eave Fascia course only Nail through plastic cement Nail through plastic cement Underlayment • • • • •.• •• •.=.0•••• ::• .• • • • • • • Single 1?addytmder tl • Single paddy on under- layment in. x 3 in. 4 in. Single paddy on top of tile Eave Course Single paddy between tile in.x 3 in. Single paddy on underlaymen Single paddy on top of tile Eave Course Eave Closure 2 in. x 7 in. medium Fase a� paddy eave course only END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 M lA M l•C1ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, ft 33585 • ••• • • ••- • •• • • • •• • •• •• • . • • • • • • .•• • • • . • • • • • • • • ••• • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • ••• • • • • • • • •• •.• ••• ••• ••• ••• MIAMI-DADE COUNTY, FLORIDA METRO- DADIL A •BRBBg,DING 140•iVE$r $:Lh4bEIt S'jg) vr, S1RXE 1603 • 10$IDA 33130 -1563 (if0513750 FAK13051375 -2908 •• • • • • • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance the accepted �• � this product or material fails to perform in 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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, and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Capistrano 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, the expiration date may be displayed in advertising literature. If any portion of the NOA is di yed followed hen it shall by be done in its entirety. displayed, then it shall 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 consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 06- 0526.08 Expiration Date: 10/05/11 Approval Date: 10/05/06 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Roofing 07320 Roofing Tiles Concrete Wood • . ••. : The Center for Applied Engineering, Inc. 25-7094 -(3, 6 & 9) The Center for Applied 25- 7120 -(1 & 2) Engineering, Inc. The Center for Applied 25- 7183 43 & 4) Engineering, Inc. The Center for Applied 25- 7214 -(3, 4, &7) Engineering, Inc. The Center for Applied 25- 78044 Engineering, Inc. Celotex Corporation Testing Services 520111 -3 Celotex Corporation 520191 -2 -1 Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Calculations Calculations 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set rile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. ••• t• •t •• • • •• • •• • • • • • ••• • • • • • • • • • • • ••• • ••• • •• • • • • • • • •• • • • • • • • • • • Static Uplift Testi7g0 TAS 102 Static 1a1ift 3'ectir TAS••1T : • • Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moment Due to Gravity • • • • • • • • • • • • • • • • Oct. 1994 •• ••• •• • • • • • • Airo ' l�ov. 199.4 • : •• • .•• Feb. 1995 March, 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 Sep. 2006 NOA No.: 06-0526.08 Expiration Date: 10/05/11 Approval Date: 10 /05/06 Page 3 of 6 . •.. • • . • 46 E." . ••• 0 • . ••• ••• . • • - : • • . • • • • • • 4. INSTALLATION 4.1 Eagle Roofing • • • • • • g Products LLC Capistrano Concrete Tile andeits • • '• • :• • • in strict compliance with Roofing Application Standard RAS ;1$$ ILA; 9 Zna l 12a 4.2 Data For Attachment Calculations PP • Tile Profile Weight -W (Ibf) Ca • istrano Concrete Tile Length -1 (ft) Width -w (ft) 1.417 5 ":12" 6 ".12" Direct Deck Direct Deck Battens Tile Profile Direct Deck Greater than 7 " :12" Battens Table 4: Attachment Resistance Expressed as a Moment - Mf (ft Ibf) for Nail -On terns Fastener Type 2-10d Rin. Shank Nabs 1-10d Smooth or Screw Shank Nail 2-10d Smooth or Screw Shank Nails 1 #8 Screw 1 -10d Smooth or Screw Shank Nall ield Cli. 1 -10d Smooth or Screw Shank Nail Eave Cli. 2 -10d Smooth or Screw Shank Nails field Cli. 2-10d Smooth or Screw Shank Nails Eave Cli. 2-10d Rin. Shank Nails N/A 1. installation with a 3" file headl :. and fastemers are located a min. of 48.1 from head of tile. Direct Deck (min. 19/32" plywood) Battens NOA No.: 06-0526.08 Expiration Date: 10 /05/11 Approval Date: 10 /05/06 Page 4 of 6 • ••• •• •• ••• • • .• • • • • • •• ••; • • • • • ••• • • • • • • • • ••• • • ••• • • • ••• ••• • • ••• •: • • • • • • • • • •••• • • • • •• • • ••• ••• ••• •.• ••• • • i • • • i. • men; lure (4 -I4. •••••;•••••• Minimum Attachment Resistance Table 5: Attachment Resistance Expressed as a So for Two Pa Adhesive Set S stems Tile Application Tile Profile Capistrano Concrete Tile Adhesive 1 See manufactures com nent a.. royal for installation r_ • uirements. 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. 1'. 29.32 Table 5A: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Sin . le P . Adhesive Set stems Tile Application Tile Profile Capistrano Concrete Tile 3 4 Polyfoam PolyProTM Large paddy placement of Pol oam Po ProT"" Medium .:. .Iacement off 4 of Polyp ProT"'. Table 5B: Attachment Tile Profile Capistrano Concrete Tile Minimum Attachment Resistance 66.53 38.r 5 Tile-rite Roof Tile Mortar. Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Attachment Application Resistance Mortar Sets 24.5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". EAiifr FLORIDA CAPISTRANO CONCRETE ROOF TILE LABEL, SUMTERVJLLE PLANT (LOCATED ON UNDERSIDE OF TILE) NOA No.: 06- 0526.08 Expiation Date: 10/05/11 Approval Date: 10 /05/06 Page 5 of 6 1 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of tie 6.1.1 This Notice of Acceptance, • • • • • ••• • •. •• •• ••• •. •• • • • • • • • •• • • •••• • •• • • .• • ... • • •• • .• ••• • • • • • • • • .: