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RF-06-3071Inspection Date: 03/16/2007 Inspector: Grande, Claudio Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: FABRICANT, MICHAEL & LORETTA Job Address: 622 97 Street NE Miami Shores, FL 33138 -2471 Project: <NONE> Contractor: RODMAN ROOFING INC Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060171670 Lot: Phone: (305) 264 -3551 Building Department Comments RE -ROOF ENTIRE HOUSE >', ! 19 Passed Inspector Comments I a, Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, March 15, 2007 Page 2 of 2 474 DuQuesne & Associates, Inc. Consulting Engineers Environmental / Structural / Civil / Forensic Building Inspection Services Testing Laboratory ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH FLORIDA BUILDING CODE PROTOCOL TAS -106 SITE SPECIFIC INFORMATION Owner's Name: f..4,03 >2& 6/? 4'/ Permit #: Job Address: . 4 a- dr 1* 97.67- /.47 • F.� Roofing Contractor : 2) ,%`>q'N Pod f/ il 6 - Approximate Square Footage of Roo : '--17/0 a 112 Type of Tile: j 7 ' 'A//A,° -/L .49/ .1,71 7.14: Date Installed : (2 3 /DC Date Tested: ..3,..31/3/07 Approximate Roof Height: /01—, feet Required Testing Force: 351bs ± 5 lbs. /',O3° 7/ Testing Equipment: SHIMPO FGE -500HX TEST RESULTS Test Location Uplift Pull Test Result Test Location Uplift Pull Test Result Test Location Uplift Pull Test Result Test Uplift Pull Location Test Result 1 P4 g 26 P4 S 51 PAS-s 76 2 27 52 77 3 28 53 78 29 ..:._ , ;:. 79 �a �: ,:�i: ,� - .. 55 .:.. 80 a ® a MIIIMMIIIIIERUI MIKE1=1=11111111 5` MN= 81 jui 111111 MAIM ������ tl 82 a �� i33 i :t lu, .t -'a I+tE: . riii 83 4,,4 1: IIIM t4 y. .f. _. :. :.,- W' 'lii ' 1 4 36 • 61 .T 1 k L f i I _1,,. eE MT.' 1_14.111 Tip 63 I' rx ow p li im mm mr " w :.„ .. 89 min l,c . 16 ;i 41 � u 66 91 17 42 {t. 67 92 18 43 " 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 50 75 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS - CONTROL TEST THIS REPORT SUBMITTED BY: Jorge Du Quesne, P.E. Civil Engineer PE # 24513 DuQuesne & Associates, Inc. CA#0005245 Lab Certification # 06- 0320.21 7815 Coral Way, Suite #109 Miami, Florida 33155 Tel (305) 264 -1425 / Fax (305) 264 -1426 / E -Mail JDuquesne cJ,AOL.com HAS PASSED THE STATIC UPLIFT QUALITY This TAS -106 has been performed in accordance with the requirements of Miami -Dade County, with no deviations. This form is not valid unless Company initials appear in color UTR# - 2007 — 87 SKETCH OF ROOF ,08 2 2 /V, ? 7 sr: , 14,44 SH£ET NO. OF 2 ri DATE 7, I D ? CALCULATED BY CHECKED BY DATE SCALE II RIMMOMMOIMMEMMEMMOMIMEM • ■11-- 4lILiliM/ 1ilii • •i■ 11011rn 1 iS Ntlii • •i.C1r.L l.isiMii ti IMMI • ■ititili i[OMMEIMINtIIi • ■i•[131riiiiNiIMlIC'i1ilis • ■ikAiIIirilIMINM1 =rilii • ■►01r irk iiili EMINIMt • ; . �� `ilirti �i1 it i11151M111•111111 ■ 1mr\ 1i 1lllh r mi% imisilti MmimmildlEMMONMEMMIWARUMMEMIR • 10/1111111011•11•M i101•1111•11•111111 • 111i0imi01119MINSIMMt 1S•i1i■ • •i1iili!'! \tiI/iiNitMTiilili■ • •N.il■ii`►/"iill11•i•i•N ■ 11111PINiriRMITIMEMIEW Ilia • •i•Mlili.rmi[)lii1ii • Nli•Il ,11n•i.iIa ii1Iti • l!ai.i ESIVIlU!i1lililii • •111111E111•111•101111011101101111111111 ■t • = ri••Siii /iiililVl lti■ • ■ `MINME ti\i i/i //i iii • • il■ /!!Uii \mil +!iiiiiiti■ • EitiMriEiiiiMEli•iii■ • ummmo nrimiirimommirir • ■i111i11► r1�.•i5iiri111r Mi INI •!I11111 iMI ,1L1ilil[ 1111lilililitir ■i1iliiII1Iii•i1ilililir NOTES' ti Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 . BUILDING ct.L. Oil 07 - PERMIT APPLICATION FBC 2004 DEC 2 7 20" Permit No. O ® ' Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) Are tia g 1 (a.bri eQ f Phone # &6 - 7+- Owner's Address Coll. iI. e. q 7 St r e e +- City PH i2 m i cha f CS State (lot" (cl & Zip 33132 Tenant/Lessee Name Phone # Job Address (where the work is being done) 642 !t • F .97 S /reef City Miami Shores Village County Miami -Dade Zip 35/3g FOLIO / PARCEL # 1 / — 2e) 6 ° O17 / (i 70 Is Building Historically Designated YES NO t' Contractor's Company Name Vo cirri Ct. !7 fl o ©e i n j i Tn C, Phone # 3 o5 - 6`--3557 Contractor's Address / a / 5 I 5 • (,O , 12 e0. 1-.7- a/71 f 0 9 City /Thane' i State Fl b r (d a, Zip 3 6 12 ‘, Qualifier Name l' a re 11 p el rr a. t'1 Phone # 30.5- a 6 4-355/ State Certificate or Registration No. ( C C 05 15- Li a. Certificate of Competency No 00 0 0 /3 3 6 Architect/Engineer's Name (if applicable) N 1 4 Value of Work For this Permit $ Ot Type of Work: ['Addition [Alteration Phone # v Describe Work: , e® - ro® er) r . Square / Linear Footage Of Work: 4'246 6 4 [New Of Repair/Replace ❑ Demolition *** ** * * *** ** ** ** ***t * * * * *** * * * ***1 *** ** Feed�,,,*,, r********** ** * * * * * ** * ** * * ** *** ** * * * * **** ** Submittal Fee $ Permit Fee $ 'QO CCF $ (5- CO--^ /CC Notary $ Training/Education Fee $ .4. T) Technology Fee $1 C J� Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ CIO 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 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 pe charged. Owner or Agent The foregoing instrument was acknowledged before me this ? day of , 20QG,by tA C who is personally known to me'or who has produced As identification and NOTARY PUBLIC: Sign: M r Print: ®/Z / 8gbaSo MICHELLE REBO 787 • MY COMMISSION # DO 288 EXPIRRE:Febn►ary 19,2' WON Undemdters Wad Contractor The foregoing instrument was acknowledged before me this day of Cpnq, l Proc* , by .41r. i2Y‘ Reclma. , +io is persdnallyknown m r who has produced as identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: -CO 11, d'005 * * * * *** * ** * ** * *** * * ** * * * * *** * ** * * * ** * ** APPLICATION APPROVED BY: (Revised 02/08/06) * * * * * * * * * * * * * * * ** My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT ARECORDED COPY ADIST BE POSTED ON THEM SITE EMIR OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA COUNTY OF MIAMI -DADE: TAX FOLIO NO /1 -3 .20(o -0/ 7 -/62 THE UNDERSIGNED hereby gives notice that improvements wM be made to pity, and in accordance wfth Chaptee713, Florida Statutes, the following is provided in this Notice of Commencement ",iF +OF1C H ('re 111111111111111111111111111111111111111111111 CFN 2OO6Ri3689S9 OR Ek 25223 F's 08471 (ias) RECORDED 12/27/2006 10 :51 :25 HARVEY RUVINr CLERK OF COURT MIAMI -GAGE COUNTY► FLORIDA LAST PAGE DP Cr)Ui..ITY . y> 1. Legal description of property and street/address: Al . c17 5l re e-I- R/aim' S ..res 1// /43e� , /order. 33/39 2. Description of improvement Re- roof 'eo L i r e h dus e 3. Owner(s) name and address: M,`ehael Fabri'eaa f et iet ' S ores Pao 'e �/ 33 /3� Interest in property: tit i 4 E-f. t Name and address of fee simple titleholder: to ! 4. Contractor's name and address: t'�OCNVMAt" -ROOF 1.3G W 1. Sw ZS COOK t -'kLO ' mtiArnt i.A . BeiSG 5. Surety: (Payment bond r� by owner from contractor', if any) Name and address: %44 Amount of bond $ N. �{ 6. Lender's name and � i111 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 7l3.13(1Xa)7:, Fiorida Statutes, Name and adder ht 1� 8. In additiion to himself, Owners desigriates the following person(s) to receive a copy of the Lienor;s Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and addr� 14.1a 9.-Expiration date of this Notice of (the expiration date is 1 year from the date of recording unless a different dot, Is . hied) W. �! .�,y�e Print Owner's Name Notary Public Print Notary's Name m 1 O f'I- kbbSO My commission expires:' Feb ; I y ao0a 12301 -52 PAGES 01)2 Prepared b y it) e e t e / tab ri can f 2a219... Address: 6; 2 /w. e. q 7 9re-et Miami Shores 141/aye, P7 33 /38' illik, . q r 7 Skeet' . • . • ... . . . ... SECTION IRA . ... .. BChii Ei.OG'T'1`iiRIC!lNEZOOSRE44 4W Sil'O t$An"Q TFORROOff?G I RATS • . . .... ... ... ... • • • 1524.1 As it pis to this section. it is the neconsilnliltsr ofthe roofing contrackw to pratehle the ownetr with- - -required reefing permit,' to explain to the owner the f phis* The oft', 15 of the Merida BraltEng 044 Briditling govern file minimum for ja ei fain' for roofing system installations. Additionally. the following item � atIshatarti is ft agreement between the owner and owls i bur incliemtes drat i@e ilemhas been explained. 1. Aesthefies-W.r p paradoxes of 15 Velocity Ibinitro e Zone) am for the purpose of" that the roofing system maids and water intrusion performance standards. Arathefics (appearance) issues are AM a consitimatian wilt revect to workmanship provisions. Acsdrefio ins *mak as emir or architecture appearance, that are eat pail oranmg code, std Rfnsi"1Qrng Wood Deck= When replacing moling, the exisfing wood roof deck may have to be renailed in accordance with the. coma provisions ofarapter 16 Velocity ) ofthe Florida Building Code. (The roof deck is usually concealeelpriortinimovhag the=bawl-oaf system). 3. Common Itooft Common mofr are those wheel' h no vie delineation between neighboring uaaits- townhouses, condominiums, ems.. lint b wi b COMMOU row the roofing contractor an dFor owner should notify the tarcupents ofactacent units of`roofitng welkin be 4. wen hewn am where the underside ofthe roof decking can be from below. The owner rosy wit to maintain the archimitund ajearaaee, therefore, rooting mad penetrations of the underside of the decking may not be aceept.able. The Florida Building Code provides the option of maintaining tbi appearance. - 5. Pond`ing Water The cummt roof system andfor deck oldie billing may not dram and nay cause water to pond (act) in. 1ow 4y ag press of the naolL Paneling can be an ' of structund distress and may require the rcvievrr of a peokssiamd structural engharee. Paneling may shorten the life expectancy and performance of the new roofing system Pcnuling criterions may not be evident until the original roofing system is removed. Banding condithms shouldbe l 5- Overlyaw ors (well ) It is required that - Bow off so that the roof is not overloaded from a build up oft Perimeteriedge walls or oar roof extenshers may bloom this dirge if ow scuppers ,..,pded It may be to overflew overflew ::.sewers in accordance with the Florida Blinding Cow Pik 7. Ventitation Most roof stmctures adioudd have some ability to vent natural airflow through the interior of the structural assembly (the biding itself). The existing. amount of attic - ventilation shall not be reducer.. It may be benEeicitti to consider addition venting which can mutt in extending the < 'eejlife o the roof. CADOOThat,rootAICALS-Ar••••SEesugt MIA* lagmsvg DEC 2 7 -210 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • ••• • • • - • ••• Master Permit-No. Q69 �i 1 J Prose$ No. •. ..• • •• ••• •• Cor actors Name « , ct n ao Cr (.1 �• :,.:..-� a4 :. . • • :- . . . ••• •• Job Ackhess 6Ag. A E , 4'7 SFr; ROOF CATEGORY �ir Slope 0 Medradcdly pattened D" / llortar lAdh SE TBe Q /per 0 Pasha Paselilakaikts Wood ShhadesiSitehos Shingles Are there D Prescriptive BURSAS 150 Gas Vent Stacks? Yes 13 Noo - ROOF TYPE Natural o LPGX o . 0 New Roo F Re -Raoi 0 Recovering 0 Repair 0 Mandentmca ROOF SYSTEM INFORMATION Low Mope Roof Area (r Stew. SSloped Roof Area (SF) Tidal (SF) /00 - 400 4 Section B (Roof Plant Sketch Roof P a® levels and setdknis, rock *A t% scuppers, overflow scuppws and overflow ethlootekos of miaow mid Wel% ninallY Identity tlknenoions of ohnathalipticostns soma and bora= s [/[//[[! !i! 1!11!■i 111li!#111i!ii111iiil! 11il!w#1! i i!# !1#!G#! !1l[1li#i1! if! 1i1l■l#!i 1llii!#1iili!# 1lxll1#!liii11!ll!l11!!l! i1 1!!l##l1!i! ! x111w l i 11 !i#1#1 i !1!i111i l #!1S! !! !l1iEi 91 ■iila!ililil!iillwl i!xii!#w11wl1lil!iil!il11iii##l1il!il! iw !ll# Y!l!#i� #il!##!ll!#! w ■ixiiiiixill! ! !11![1!!1!!!!! #!! f f f ![[1/[[[[/t[ [1[s11 !/1/!1[![ ! a[[II 11!ili! ! i11!i1#1111 i!x! IIi11!#iuil ! li■#l11 11l!M ■0l! .!l11.1!! ii#i# wiil! #i!l1 li1i1il !!1 !#iuiil#lli i■!il!#IIlll10!#1#i!u lwi1 !!lli!!l1l1lli�101! ! lw 1! iil1M ii li # l!l1iil1 x#1# l# 1ii iil!■i#l##i! l!iiil # #!10i #1iixiliil1i1!i#l1lll#1i! 11 i!1ilill!ii1l111! 111liii1ii #1# Yl#?1[il/ [illI!1w111xli2lk ^1tRl01i1#,6 111 wi !xili1ii111i11illi1l1![i 1l1! ! i i l l i w l 1 x 1 l ! 1 1 11 i1 . !-` ! ' 4 � * � ' � �'� � tk iF,[ -, - - ~I�. ' 11 !1' !!1 f !!i !1#*. '!11!�� 3: �l11 !1! ' 7i!i11il 1l! �w11 „� 11�i!ii #11:i!�i # 1`11l1i1i11 !1# � 1 i1wi1!l 1 il1 1i!11 i# li1�#� 0!■i i�ll!1_i!i/!” ! i ii!1i!!iix0,1i! l!,ii!�'+ill#i1!!ir �l aiii11l!iw�[9xxl1!1i!(ll!silwl!01'1!lzll. illl00 11!iilill/llll#! !1i!i; r /!illxli1#1!i!li #w■�■ii#ilii !silw!il1 IIiii i iiiilla!i!l#!isil !/!li#i!i#l[ll#lwlsiii[l11i1!ii#l!1w 11l! 1!5i1llli1l�ii[xlfi1llii!i1 11#ll!!i!lsi(xIIllil11[wlxi1iai1ii1llliFl!x!i/!i i1xl[x!xi1i1iilli!#iliil01!ili[!#iiiil#ii!ll! lii!illlwi!lli!ii !illE!llx!il#!iii1ll0!iili l# !ili�!1lli li!sii!1!!i!i!i#i#ifi!�!1li#l!l1�i!i!!i! l!ll11lII il!l1!l!iiii1!!!11i!!#iiii!i#i!1i!i!i!ll1!i!!1!i!ii!il1M MIIMIESSOMINSIIMMIIN liwii!!lili!!#! ■!i!1!1l111!!!1! i ! ! 1 iligiIIl!!lxiil! f ! ! ! ! f iliiiii[ililili!!liili! w 1 f i ! f f 1111i11i1iw01111001111!!!II!1!1#!1 f ■t! 111 !i#0!#ii!i!lillllii011wli!!1i ! w f [i 11111 #1111! #!!!liiiiililixwlwi [ !Mliiliiillilllllf!lllilililii 1!11#1#!! il1i:i 1111111111111111111111111 11#!##11#1x11 /1! ##1110#1#1 ■ 1! #w0!!!#!#!# [1!!i0!!!!i!1 1!!#! ■!!!!!1! /# #!!11!!!!11!! [11#1# ###1111# [1!111! 1#11 #! 1!1!! ## #u #1! 111!!! #!##1111 1 f i ! f ! 123_01-48 5103 MGE 2 • • ••. • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Fiaikla Coft • • •• • • • • • • hi Simalffila Roof Asamithly Commands (gs 's not tateL ideltirtnali/13 System Mar., 'A NOA No.; - of Wind PleSatliee. Flom RAS 1 Peoart tt Penoft &ZAP Roo& 12A-3 blew:to. =Deft, _ l Sect cio 00 6e- GaullsMildowalt zig jo 132 r. AnchodBase Sheet & No. of Ply(*: 43 lac AnchodBase Sheet A #n Saes Lapin Base heattalon See iikamear Base heakalon Fee edBo Bm; TOp 41 y Top heehaw Seet Top anding AistbakirOpti,tifebr.iyhablatilasa Mad • • • • • • •• • • •• • • • • ••• •• Reht •oo atop. BRows -oc Padmeter:L: oataitap,*Rovet oo Corner: 'o%#k tap, S @if 'oo _soda l=ames SesIrtOs Cow and WO& as App WoodMoetng, :" Edge T Strip, Conlinrt�s � *trip, l Coping, Etc. hanagilV Meem Height of Elaeo Flashfrig, Component Material Thkionms, Fasteemr Typo, Fastener Spagor Comply salt RAS 111 and Captor 16. S ewl;) p,h 'rf lL - _L el* Base Shee (*) & No. of Piy(s* 1 p .. $b B2-2-t-- Base Sheet Famened6 Ply Stookey& No. of Ply(s):_74111p.4. & Ply Sheet Paaeeenerlpondng M TopPIYr: t °WV ea •+-4e-2€i Cea..p S11 Top Ply Fastener/ Mr** Fr. A Panast Mean • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • � • • 3 • .s,. Lt z • • ••• • • • .•• •• •• • • • •• •. • • • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • ••• • • • • ••• Florida Building Code. on 2002... ale Zone • •• • • • • Section E (Tf e c f tatIuna) . . . . For Momeat based tee systems, dmose either Meth 1 os Tr boitimuirtbeialues for AIMS the values from M,: 8'ibe Mf values are tlisoi +Mai to $e Mr values, for each area of the roof, lieu the file attachIbme >tetbed to acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1: _ / 49, $ b; _ M 6, •O m nt 41.50 t4TOA llti '/v• � (P2 cS . a a2 - Mg: t' ' m /(o. /2._ NOA liar 40 .'1L (P3:.5'5.1 z3. i = )_Mg 6.0 =1111, NOA Mr I1'•41 Method 2 "Simplified Ilk Cron Per Table Below" Required Mount of Resistance (lid Front Table Below NOA .Mir Mr Raquked Moment • idsen Root Height — Roof Slope .1111111111IMMINII" I} I '11111111=11•11111 -1111116a11111 =ha. • MUM 11111.1.116W NI6JIIT .111a1M1 1116a17 243 ?!39 27:1 *Must be used in conjunetIon with a Bat of moment based Ille systems enderaed by the Brow*rd County Beard offuke sad Appeals. For tlidIft bad tile systems use Method 3. Compared the values for r with the values for Fr. If the F' values are greater than or equal to the F. vas, far each area -oft the roo4 that the the attechmeut mothod is acceptable. Method 3 "Uplift Bawl Tile Calculations Per RAS 127" (Pi: zL• =, x w:= ) —W: xeosO: = Frf: NOAH (P2: _xi: z w:_ ) -W: sane: _= F,2: NOAF4 (Ps= xh _ ,x w:= ) —W: cos 0: = F,a: NOAP 1 Where to Obtain. Information { SYmbel Pl esP2erP3 e to Bud RAS 127 Table 1 orbyas engineedag analyaisprepartaby Misled Glad B 7 Keen Roof Height ]3 Job Site Roof AerodyounteMatijaW /testa:ha Mutant the toGutty 8 a4 o:0 Reatatenee leaked MemeuReateenee mg NOA NDA NOA Caudated Vs A Required Maar Tile We t W 1= w NOA NOA AII calculations moat be aabaitoed to the Haut Official step due of menu easib Aden 123_01 -48 5/03 PAGES M I A M M?ADF= MIMI BUILDING CODE COMPLIANCE OFFICE (BCC()) moot= CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Llfetile, LLC 135 NW 20th Street Boca Raton, FL 33431 • • •• •• • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • •• •• • • • • • ••• • • • • • • • • • • ••• • • • • ••• M1,tMI -D.tDE COUNTY. FLORIDA NI EiRt} CyPlD FLAGL,ER S1JALt)tN© • • ••• • • :up w sr Fa4Gt,EFt sattrErr, SUITE 1603 • • • itullvti, tfORIDA 33130 -t563 • • : • 445)375-24M 375 -34M ' .PAX (305) 375-2908 • • • • • • • • •• ••• •• • • •• • • • • • ••• • • •• 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 Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid aver the expiration dote stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AILT (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 A HJ 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: Atlantts Shake & State Concrete Roof Tile LABELING: Each unit shall bear a pcsmanent 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 the NOA Florida, displayed > follow oo it d by the expiration date may be displayed in advertising literature, Ifany portion be done in its entirety. INSPECTION: A copy of this entire NOA shalt be provided to the user by the manufacturer or its distributors and shall be available for1inspection 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 Frank Zuloaga, RZRC NOA No.: 02- 1211.08 Expiration Date:12116101 Approval Data 01/09103 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category:, Sub- Categery: Material: 1. SCOPE Roofing Flat Profile Roofing Tiles Concrete • • •. •• • • • - - • - • • ••• - • • • • • • • • • •.• • • • • ••. • • •. • • •• . .. • . • - • - • - ••• ••• •• - • • . ... • • • • • . • • • • • • • • • • • • • •• - •.• • •• • • • • • • • • .• • •••• • • • • • • • .• • • • •• ••• •• • • • • • • This renews a system using Monier Lifetile Atlantis Sake'&'' Slat Canccete Roof Tile, as manufactured Monier Lifcti /e LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure.vatucs obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces 2.1 Test D4 cnsions specifications 1-= 15". w = 10 34" 1 '/" thick 1= varies w = varies varying thickness SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Product Description PA I 12 Fiat, interlocking, high pressure extruded concrete shaite and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. PA 112 Accessory trim, concrete roof pieces for use Whips,. rakes., ridges and valley terminations. Manufactured for each tilt profile. Test Identifier 7161 -03 Appendix III 94-060A 94 -084 25-7094-2 25-7094-8 25- 7094 -5 Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing • PA 102 (4" Freudiap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Freudiap, Nails. Battens) Static Uplift Testing PA 102 (4" Freudiap, Nails, Direct Deck, Recover/Rcrooi) Date Dec. 1991 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 02- 1211_08 Expiration Datet 17/16/07 Approval Date: 01/09/03 Page 2 of 6 Test Agency, The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc_ Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. • Professional Service Industries, Inc. Cetotcx Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc.. Walker Engineering, Inc. Walker Engineering, Inc! Walker Engineering, Inc.; Walker Engineering, Inc.' Test Identifier 25- 7183 -6 25- 7183 -5 25-7214-1 25- 7214 -5 7161 -03 Appendix IT Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations • • ••• • •• •• • • • • • • • • • • • • • • • •••• • • • • • • • ••• • • Test NnmelRcnort . • • • ••• • •• • • •.• • •• • • • • • • • • • • • • • • • ••• Date • • .. • • . • • • St ttic'Upji'ft stab: • •'. Feb. 1995 PIS. .102 • • • • (2 Quik DrivetScrews, Direct Deck) ....� r g . 0 • !OP. (2 Qitik Infve ScrrSw!, Mitten) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (I Quik -Drive Screw, Battens) • Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 103 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 10I Aerodynamic Multiplier Mon+ent of Gravity 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System Feb. 1995 Math, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 Dec, 1998 March 1999 March 1999 Sept. 1999 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 110A No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 3 of 6 ° • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 3- LIMITATXONS . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 3.1 Fire classification is not part of this • • • • • • • • • • 3.2 For mortar or adhesive set tile applications, tatic fieldtuplift test shall •be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami-Deal CoantICeffiZeirtab6fatory to perform quarterly test in accordance with TAS 112, appen$ix: A:'. • • tjcisie'styng slat be submitted to the Building Code Compliance Office for review , • • :: •' ::: • • ••• 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30190 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by.the underlayment material manufacturers published literature, 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifctile Atlantis Shake and Slate Concrete Roof Tile and its components shalt 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 (1 x w ) Tile Profile Weight -W (ibf) Length -1 (ft) Width -w (ft) Monier Ufetlle Atlantis Shake & Slate Tile 8.5 1.25 0.665 Table 2: Aerodyrtamlc Multipliers - X ) X. (ft3) Direct Deck Application Tile Profile Monier Ufetile Atlantis Shake & State Tile 0.24 Table 3: Restorin . Moments due to'Gra - M. ft -lb Tile Profile 4 " :12" 6 " :12" 7" :12" or , rester Monier i_ifetile Atlantis Shake & State Tile ' Direct Deck Direct Deck Direct D = Direct Deck DlrectDeck 8.0 . 5.9 5.8 5.6 5.5 • : • NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date; 01/09103 page 4 of 6 • • ••• • • • ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• Table 4: Attachment Resistance • for Nail-On Fastener Type Expressed aLts,a Mgrnent Systems • • Direct ascii,. (min 15!32" Plywood! • • • - •- Mf•(ft -tom • • • • • • • • • • • • • : •>3iaict Wog ••• (min. 19/32" • Pkwo•Qci0 • • --•• • Battens Tile • Profile Monier Lifetils Atlantis Shake & Slate Tile • 2 -10d Rini Shank Nails 30.9 -� « 88, j • 17.2 1 -10d Smooth or Screw Shank Nell 7.3 • • • • • • 9,a • • • • 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 182 2 #8 Screw • 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nall (field Clip) 24.3 _ 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Save Clip) - 19.0 19.0 22.1 2 -10d Smooth or Screw $hank Naffs (Reid Clip) 35,5 • 35.5 34.8 2 -10d Smooth or Screw Shank NaifsjEave Cif) 31.9 31.9 32.2 I 48.3 2 -10d Ririe Shank N(J T 50.3 65.5 1 instaitation with a 4" tile beadle. end festemers are located = min. of 2Y•" from head of tile. Table 5: Attachment Resistance for Two Patty Expressed as a Moment Adhesive Set Systems Tile Application Mt (ft -lbf) The Profile Minimum Attachment Resistance Monier Lifetde Atlantis Shake & Slate Tie Adhesive 31,3' 2 See manufactures component approval for installation rec rirements. 3 Plexible Products Company TileBond Average weight per patty 13 -9 grams: Polyfoam Product, inc. Average weight per patty 8 grams- Table 5A: Attachment Resistance for Sin • le P • Expressed as a Moment - Mr (ft -Ibf) Adhesive Set S stems Tile Profile Tile Application Minimum Attachment Resistance Monier t,.ifetlfe Atlantis Shake & Siete Tile PoroT 118.94 Poi - ro ' 40.4° 4 Ler• e • ; ... •. ecement of 45 rams of Po 'rem. 5 Medium • -dd • acementof 24 • rams of Po -rol". Table 513i- B Attachment Resistance Expressed as a Moment - Mr (ft -4bf) i for Mortar or Adhesive Set 5 ems — Tile Profile Tile • • .Iication Attachment Resistance Monier Lifetile Atlantis 'Shake & Slate Tile Mortar Set 39.0 NOA Nu.: 02- 121I.08 Expiration Date: 12(16/07 Approval Date~ 01149!03 Page 5 of 6 • • .•• • • • ••• .• •• • • • • •• •. • • • • • • . • • • • • • • ••• • • • • • • • • • • • • • ••• • • . • • ••• 5. LABELING All tiles shall bear the imprint or identifiable niaikiofthc istozist'avtuiet�s n• rk ne or logo, or fallowing statement: "Miami -Dade County Prod C;oi:trol A +prgved ". • „ • 0,, • 6. BUILDING ?PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompenlet by«.opicl a f tiee.Io�iiowing: 6.1.1 This Notice of Acceptance. • 6.1.2 Any other documents required by the • 1Q• O c• a• :a��Dp �flb le building code in order to properly evaluate the installation of this system. 1° • PROFILE DRAWINGS WAI'Ef0.OLXe 16 Vs" 7p �;� ✓��.� 1112a WATHU.oac e •- -- .. 4�``"`- + u�~ `mot MON1Ett LIFETiLE ATLANTIS SIIAr{E &. SLATE CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA IYo,: 02- 1211.88 Expiration Data: 12/16107 Approval Date; 0t109/03 ?age 6of6 12/11/2003 88:28 3058877183 OPIUM MOM Nana OFACCEPTANCE (NOA) /361 Ape Restl Worwe 0l4Y0 • ••• •• s• • • • • • • • • • • • • • ••• • • • • • ss• • • • • • • ••• •• se • • • • • • • • • • • • • ••• S J R[ 'It' • • • • e ••• • • • • • • • • • • • • • • • e•• • •• PAGE 01/01 • • •• • • • • • • • • • • • • •• • • • •• ••• •• •. 1 O WittlirtAtalegiblet, dGt a sartu AIWA add pod) !75.2901 FAX tM ) This NOA is bad bawd ande rthe applicable INss'wort / �p taes.©ovaadng the um of caaeaeaioa mat *We. • The do or submitted bas bsen tavieaed by the BCCO and accepted by the Building Cods•suad Po duct Review Cetw lttee to be wed bt baud Dade County anti mbar imees wheys allowed by tbs Antbwdty Ifwv rig (AM. This NOA sbsU pot be valid ass do exPitetiall deoe Stated below. The bpi -Dade Cooley Product Control IMuidost Mod Dada Coady) culler' the AID (is areas arbor that Maud Dade Cam y) neaesve the dgbt to have this pasha at at modal toured for *Wily ammo' oe putpasei. If this product ar material fails to pa form in the accepted miaow, the mesefecturav will incur the • etapertae of loch tea rang" sad the AID say its,„ *timely ievoiae, InalifYt at owpead the um of such product or satterial *this thebr jadsdkdcta. RORA reserves r re right to awoke this ameptaooe, NR Is datnaised by nateirDade Coee4gProdret Cartel Divides that this pt duct or =add falls to meet the segaitmeots of ire applicable building code. This pt'odii t is approved as descdbed Weis. red bas been designed to comply with the High Velocity Hui clean Zone of the Pl+od&Building Code. DESCRIPITONs GAY Convattlend Iluiltollp Roof System far wood De*. LABIUM Bach Wt siaU bear a peszoneoc Sabi wish the muutfacttuat same ar city, state ear foilovrimg M Padua Omni Approver, , amleea rahswiseaoted hash!. RENRWAL of this NOA abash be eooridetvd mike a mows, application bas heed alai and tbac has beer no chine in the applicable bundbts code ZtegadveCy affecting the preformsa ce of this product. TRBMINATION of NOA will moor filer the szpiasion dam or if thews bu been umiak* or chow • in the aassetlals, use, miter matufeet o of tbeleutioct ot proem. Nam afOrb NOA m as mac of am with for wtes, athattiehtg or my other papaw Men asedudpdly terminate brit NOA. Feilut* to Corn ply way maim of thie NOA, don be cams fat teadeatiota end ,removal atNOA. ADVERTINDIENTI The NOA number preceded by the wade Maria -Dede Ficrids. old folio 'rod by be done la its eadrery. y be dhplayed in viva** litetrmi�e. Vary purlieu of Canty. is displayed, thee it shall sad AMU be available of tlds crabs NOAH be provided to the user by the or lay dietdbe on at inspection the site as the request of the Betiding Off, This NOA row's NOA6024406.OP and C0016111 of pages 1 through 21. The submitted do dasmastation was seviewed by link Tatioagq, RAC • ,`lull NK .345b ltripireieu Beer 13060 Approval Drael02310 lase i or NOV 12 2003 14:53 FR BRADCO • 3056963374•TO 30588130545 •• • • • • • • • • • • • • • • • • • •• • • • • • • a • • • • • • • • • • ••• ••• . ••• • • • •• • •. • •• ••• •• • • • • • • • • • •• • • • • • ••• •• • Deck De pUO*a "in' or fount plywood or wood plank decks • *etas Tj[aa E (1): Ban sheet mechanically fastened. AU Gann] sad System Lhnitatiome shall apply. Bus sheet: GAPULAS 080 UMma'u Base Sheet, STRATAVBIyT® Elhaidatar Perforated Mailable, B:UBPROYD Modifedl$s Sheet, RUBE1t0ID® 20 R 5BU/eat-Weld= Smooth or RUBEROW SBS Had wed 2S bus shut mechanically fastened to deck as described Wow; • •,, • Fang Opel: OAF'c LAS0 IVA OAPULAS PlettPl 6. '1•'•', �++ (IA�;AS d'JS Base Sheet at , • �,�,. • say of above $ass sheets Imbed to deck wkk approved. thug she* jet Haile and tip asps at a fastener spawn of 9' as at the lap staggered and in two +.',:r rows 'l2" o c• in the field. �� 1,,,..; (Jlidujptaer Dar Pram. -4spif, Sr. Gnserel lii if 17) ti;t. CAMAS® Ply 40, OAitt" .AS plat Ples 6.OAFGLAS 095 Base She or s +!Y . sny of above Base Auto stn dock lid* rhUl -Tee (uvrils) ou or 114 Soaves and 3" Plates, 12" c.c. in 3 rave. One tow is in the 2" aids let. The •r . ; , ethic tows are equally spaced spproximately 1Z" o.c. in the Salto( the.sheee. • • � ,! 7 (arionum Design, e••d31;1; &e GauntL +) ,...a o. t APGLAS Pleat P'17TM 6, OS 175 Bass Sheet or any of above Base • i . sheets attached to deelcadth approved sontdan ring shank nails and tin csps at a , s " stagpsed and is two tows 9" o.o. in flee ' ' '' fastener spacing at'9"• Mika sabot X .: ptmdesr* Destps !'rr swe GAPOLA9.*'15 Base Sheet or any of above Base sheets snacked d to deck with • • ' I. 0;•;:; Dudli -Toe (OAFTPlE) 012 or #14 Sewn aid 3" Plates, 12" c.c. in routs. One • i ;;'- rove leinds2" aide lap. Ile ohm sows a:e equally spaced. approximately 9" t , a o.c. in the field of the aheel. 41 q-'..: •d0 Su � 01 `1`:.'' giftudatum �,,�, .to approved sin shanknaib' ,� Any of above Base � �'�""^ � !:. �N3 and 3" invested Ddli Tee MAME))meul at s boner of , .` ~�. 9 oz. at the 11" �•,� �r�f . �•' akdaiWa Dodo ?l -aims See G Lea #i deck ': ' ;•• OAP LAS 175 Hate Sheet or nay of above Bus sheets attached Drill- Teo (GAFT1113) 412 of 014 &sews and 3" Plates, F ac. ID 4 tows` One row is in the 2" side lag. The other rows ate equally spaced appundossely r c.c. in the field of the sheet. Set a . -,,; -TS ( Prison -75 Ply Shut Ole of more plies of OAPOLAS0 PLY 40, CiAPOLASS PLY 60 ply sheet. a 080 Ulna, RUB,BRpGD MOP Smooth or RUMOR) 2A adhered in aleon. i f.:; within dm svr sense and at arate of 2.0. ' •: mopping of approved asphalt s 4' ..:••':i 40 lbsAsq. Cep Slush (Optional) the pIy of OAFOL AS0 Minnal. Surfaced Cep Sheet Whetted in * 11...., ., fall mopping of approved s applied vnitldn the BVT $n$e Ind at a V 20-401U/sq. •. uphadisakeil ".mpkii0V ' . ..".: j:..4:.: • raie. , '.: _�: 6,11 NOV 12 2803 14:53 FR BRADCO • ..ftt • • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • 000 .305$963474 •jQ 30 ;88411545 • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • ••• ••• .••• • • • •• • • • •• ••• • • used) •• Sum s o (Fagticed if no cap And b b oused) 'alt bra Of +" ' 1. CiOlkmandRcloans a1 __ sq with an : +"� application ntaof 1.i ps4; or OAF WAATHERCOAT. Pmptake' Mat* 303 Mama Lambkin) rte an application am of 3 gallaq.; ar GAS tvo . Pcemuui4ib d Aina RootCoadoOf i tSstmPA rao 'T Roof Cst* Mood 301) id& as applb on tate of 1 S Wag. i !k• 2. Asphalt mod coat at an gpbauSon ago of 60 lb,Jaq * 20%; plus graven or dig with an application ratio of 400 balm. & 300 ffis.hq« zeapeotivcly. . • • ^.`i 3. Top Cost Suc6oe Seal $D(Mstrh 602 S8 Boating), TopC� tMBPloe (Matrix 715 MS Conti GATMaathalCoos of Wath Coal LOW -VOC applied arses of 1 -1S gsYal. 2 „ Mturlvwpoa Dead Ptrya " See Amin Above },:. t '1 .! `N• S IP ii ry 4i 10. solfts 4 4:92 • • •s• • • • ••• •• •• • • t Ake.** • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 12/11/2803 13:48 3857818879 ABC SUPPLY CO PAGE 02/02 . WiT lisrMiteog Pane.aU.••1w Ts: X Deb: 1 0alir 1�eaC iaa • • i • • • • • • Part to of TM • • • • • • • • •• r ' • • • • • • • • • • • • • • • • 's•• ••• ••• • • • • •• • • • •• ••s ••• • • • • • WOODDIrcK SYSTEM L1Mrrk1toNS • 1 A slip that required quired with Piz 4 and Flex Ply 6 when used as i uaecha.A ty des base or ahem. anchor 2. 1Vibdta= Ida" Dias Deck or IA Type X gypsum bored is acceptable to be inn t red directly over the wood deck. GDOIRAJL LIMITATIONS: • 1. Fire obwilloation is not past of thta ate, rater to a meat Approved Roofing Narcoses Directory for tyre Wings of this oviduct. 2. Inaoladon maybe feateikdin loots. The OM layer shallba attached in compliance with Product Camel Approval guidelines. Al other Wont stall be adhered b1 t #pill 'hopping of approved stplegt y within ti s RV? rave and it a sate of 2040 lbs sq., or mechanically attached selling the UMinpattan of de top Lye' 3. Ali standard pall vino are ecceptsbk for ouchtolug attachment Whoa applied is approved aeplmltr panel airs suUbe ex emulous. • 4. An swag indict recovery board boa panel Is :oohed on all apportion over closed cell *taus imitations when dra bane sheet is fray mopped. If no n oovery board is used the bese sheet shall be applied ring spot mopping with approved ate, 12• diameter circles, 24" o.c.; or acnp popped r ribbons in three rows, me at each sidelap and one down the center of the cleat allowing a continuous area a ventilation. k'ackraing of the strips is not eerccptable. A 6" break •ball be placed awery 12' m each ribbon to allow coma vents: ca. Asphalt a pplloatlon of either system shall be at a minion= rate of 12 lbaJsq. Notes Spot ettaeked interne sal be limited to a maxiamta design pamoure et -di pelf. 5. Fasten tp forianiedoo attachment bawd at a Ifinimum ode Fria (F) value of 275 ad., u to dedin compliance with Testing Applicstion Standard TAS 105. If the fattener value. es are blow 27311g. insulation attachment deli sotbenicooptable: 6. Ftatreer awing for m e c a l , r e u t of tease a h e m or met abame ata t is based as a minh ma Sumner resistance valvcin companion Iva thermion &sip value listed within *specific system. Should the fastaner teatime he Jess thaw that regoojemd, oaf determined by do Bad Oak* a mind hatmet spacing, pupated. armed acid amend try a Plodder Reellsred Engineer, /webbed, or Ragiateced Roof' Consultant may be submitted. itted. Said revised fastener apacing shall milks the wihrdrawal resistance value taboo from Ting Application Sl imbeds TAS 105 ad cs1enIadoas its aoa< pliaaa with Rooting Applicat too Standard RAS 117 7. Perhoster altd comae ages shall comply with the enhanced uplift pleasure regui emeots of these meas. Fastener densities shall be %creased for both insulation And base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When tide limitetloa is specifically referred widaia OM NOA, General Limitation a yin not be applicable.) S. All attachment and siring of pedrametr wallas, metal profile, and/or Upsl* termination designs dull conform with Roofing Application Standard RAS 111 and applicable wind load requirements- 9. lire maximum dotipned passim limitation listed shall bo applicable to all mot plenum zones (1-a. field. perm and comers). Neither rational analyds,.nor eataapo>sdon doll be pennlued for ambeesoodfueeeing et rebated peens sates (i.a. pdmete a, ceded cormaa end colas). (When tbbl is spedliedly re erred within Oda NOA, Coat Limitation 17 will net be amble. 10. All products listed herein shall hove 4 quality aaananae audit in aceadanco with do Florid& Budding Code and Rule 913.72 of the Florida Adsabeiariative Code. END OF Th1S AO:2PM= _._ NOA Nea •34$01.05 Expkellem Data WOW • Animal Daled1 i O3 . Papal . f 2I RCARtieMAMMALS ANDISYSIEMS D1REe1DRY 172 RiXIFCOVERMO MATfRIALB+(7EVT) Roofing Systems (T+Pi)) -C niinue i :Surfadng,(Optionalk. till ceramic coated -roof granule applied at 50 lb /sq (12 dry mils). 24. Deck NC . ' miles 1/4 - Foam: _ :Tolyfoam 251 " -o r "Polybo am 3031, l in. min.- Base Coat One or two applicatkateGacolies UB -64 ", applied at 1.2 gal /sq /application (14-28 dry mils). .. . Surfadng: "Gamfiex U-66 ", applied at 1 gal/ ml- (12 dry mfr).. 25. Deck NC - bacline•1 /4 poach "Polyfoam 251" or. "Polyfoam 303", 1 ht. min. • ' Base Coat the or two- morns "Geodes UB- 7050', applies of 1 gal /sq /appli t (16-32 dry mils): • Surfacing . "Garofiex-UA -65", applied at.1 gal/ sq. (12 dry mils). 26. Dee k•NC - bwlke 1- -1/2•. F� "Polyfoam f251" or "Polyfoam 303101 in. mite.' • J. 3S: Base Coat.. Oneor twor - "G�ex UB- 6499". applied 1.2 • 6s /sqr (14.28 dry mlis). ;• Surfadng: "Gactlex- A-5500Q", applied at 1- 1 /21a1/ sq. (14 drymrls). 27. Deck NC . i'Incline 1/4 : ..: Poem :Foly -lso" or "Poly- IaoSpedai" with."Polyfaam 251" or.Qoly- foam 303", 1 in. min. - 7bp Coat Two Apps "Ure- Cap .68" Serfs coating (various colors), applied at 1-3/8 gal/sq/applkation or three applications, applied 1 -1/4 gal /sq /applicathm. .; Tbp Coat (Optional): "Gam UA• b""Serles (various colonsa ),applied • at 1 gal /sq or "Gaaoffex•LUA..60°;•applied at1- 1 /4.ga1 /sq (12 dry- mils). 28. Deck NC • Wine 1/4 . ;., Foy "Poly -Iso" or "Pply -loo i":wit► "Posy rn -251' or `poly: foam y ",1 in. mil: - -. . -. i - Base Coat One or two applbations - "Gamfiet - UB-64", 1 gal /aq/ application (12-24 dry mils). . Surfacing S Ili" (12 5` 1'gad /sq ro. "Gacollex UA -60", 29. Deck NC .: Incline 1/4 - Foam: "Poly -Iso" or "Poly-lso Special" with ` Polybaam 251" our "Poly- foam 3033"',1 in, ntie. Base Coat One or two applications "Gawiarc•UB-ThN", -apps at 1 gal/el /application. or tree applications, applied 14/4- .gal/sq/ application (1 dry mils). Shrfrdag: "Geroge*UA• "..Seder (various coos); applied 1•ga1!sq 30. Deck: NC •.- . Incline 1/2 : ... •. -. Foam: "Poly -1w" or "Polyiso Special" with "Polyfoam 251" or "Poly- foam 303",1 in. min. Base Coat One our two applicatimis "Gamdex UB -712i0", applied at 1 ra/sq/application or three- applies •.applied 1-1 /4 gal /sq/ Surfadmo isGacoftex UA-6r Sales (Vaelus col rs),.applled 1.gal /sq (15 dry colds) 31. Deck NC ' Iodine 2 .. Foy "Polydso" or "Poly-lso Speziet" with "Polyfoam 251" or'rPorly- foam 303",1 fee. min. Base Coat "GacoSal S•1000", applied at 1 gat /sq (10 dry ndls). Surfacing: "Gacoflex S- 1000", applied ..rd 1 gal /sq (10 dry mils). 32.. Desk NC . - Incline 'Foam "Polyfoam 251" or "Polyf a 303".,.any &id¢eess • 33. De Surfacing. � Ur ld 7007' mils. . Foam: "Polyfoam 275 ", any thy. • - - Base Coat "Garotter A -6211; 1-1/2 gal /sq (14 dry ands). Surfacing: "Gacoflex A-620" series (various colors), 1-1/2 gal /sq (14 dry mils). • 34.. Dada NC.- .... . • .ice 2 2:15" "Folyfoam sr, any thickness. Foam Base Coat One or two appl " 7054" . a gal/sq./application (16-32► mils). Surfacing: One application of "Gaoflex A-55 Series" (various-cohxis), . applied 35. NC at-1-1/2 gal/sq- (15 dry >.. Incline 1/4 - - Foam "Polyfoam 251", "Palyfsnt 275° or."Palyioam 303", any adds- . „ Base Gat "C c.UB.64 .applied at 11 /2•gal /sq. (18 dry ate). limed Coat 30 /60 mesh coshed walnut shells mixei:at a rate of 5 It/gal with "Garottes UB -64±7 applied at 11/2 gal/sq or "hex. • • ••• • • • • • ••• F'I • ••• • • • • ••• Roofing. System (TGFU)- Continued • ::US -64", applied atjrl /2.gal( (1$ try mils) followed by the �/ • walnut sdneUs applled.at _7-8 • l i • !. iI• °.,.,ppwd•at 1� jJ22 ggall sq. (6 dry_m�). Foam Prim= "Er54' " r, +sny thr 0.67 /sI ft • •: / • Bop cloak c applied at1 -1/2 gallsq.(18:iry nib: mixed at a rate of . • ffilpal'witia'' ",applied. at .1 -1 /2 gallsq' or, " -UB -641, appli8it t 1 -172 `(18`dry' mils) fol owed by th6 bi 'd application of 30 /Sid meat -, • walnut shells applied at 7-3. lb 5aufadng "Garottes 0-66", applied at 1/2 gal /sq. (6 dry mils): •s• 37. Deck NC Iodine: 2 )B 7010.020124",•04 &trice ss.. 2l 'et twit; $1J itgeh cribbed WWelnut shells ' NA= :`B3p, {riirf UL Clad), 0.67'gal /sq. Base/Coat "U- 62",125 gal/sq. Base Coat "U-62," 0.75 gal /sq. - -Bas a Coat (optionalk . "[T ":0 75`galf • - Base Coat ;'U:62," 015 : • /sq. • • Sudadng.(optiaaalk'•, - . „•, ddps at 9 to ll lbs per sq. . GAP MATERIALS CORP - - - - -R1306 1361 ALPS RD, WAYNE NJ 07410 ` "Rubernid 20" or "asteroid Modified Base Sheet" pp be utilized as 1a / to G2: i sheets in any of the following Classification . tblic (min) board or 1/4 in.. thick (min).G -F.G may be in any eufsting nonconibustible d Clasaificatiar, When this is done, the math* mofing_system is acceptable fin usa over (15/32 m. min) decks. The in the board part yet Ord are set 6 in. with the ; A in the d Itpol p vstvre prof the roof systen it man below the overlay nhereia t to G. Mao, multiple piles t f Ply 4 or 'Ply 6" may p�m in hart • ,.:. . GI PStrataveritEliminator. . , • Base Sheet (NarlableT.may�bemechan% rally attached or hot mopped over ntecombustble decks and as a recover o htsulatton maybe uteri as a cover board otver "EVER GUARD'`insulatimt in sixty o f tlhe.foitorvvirig'sys�ns. ' ' Unless indicated, the roof � is Mechanically adhered with h - our urethane eve. '•ASPHALT FELT SYSTEMSIVITWHOT-ROOPINGASPHALT MAS 2 asphalt 'glass Mat base sheet ("CAFGLAS 675 Base . Sheet" -or "680 P emhnusn Base Sheet" ) is a suitable alternate for Type GI asphalt glass fiber ply sheet (fGAFGLAS Ply 4" or "GAFGLAS Ply 6" ) in the Oleos A:13 or r roof .ate below. The roof•deds may ;,.: be. covered wits Type G2 asphalt glass mat base. sheefftGAF Stratevetft ,,. • Venting:BasSheet (Perforatedr or "GAF Stratavent Eliminator Venting Base Sheet - (Narlaser ,. Pelf abed to be mopped and nibble to be m�anicalty aitadh d grariiile side down. As an ' -G2 asphalt rind base sheet ( "GAFGI:AS 675 Bait 'Sheet", "GAFGLAS t8l Prndum Sheet' oil "GAF Stratavent Bfiminator Venting Base Sleet (Nailatter •ray be substituted for GI asphalt glass ply liy 4" orr"GAELAS Ply'6" ) as -the nailed base ply in d B ply or base sheet may be solid mopped, spot mopped or mechani- otherwise indkated, *insulations may be hot mopped er mechani- a �lqq fastened. CAPGLAS Plashiog" ar.`-"R roil" may he used for stashing in any of the Cl A,'B or C sysleons listed below. " " is uefereiteed,.thle includes "GAF MP PEISMALITBIT othetLClassified petite • • stone or slag are suit le alternates for gravel in any of the Class A, B or C syoe led.- tt :.s: St ualceaeert fiber units are comsldered •suitable to be included as a deck in the following B or.0 systems listed.over C-15/32 or NC The use of gypsum board ± of the following Class A,11or C systems does not y ef�the rating. use of 1f2-m .jmu gypsies board • an - awe alternate fot insulation over C-15/32 decks. The use of x�dystyreie insulates board between mot 3/4•in cite board -q and deck Mai paper.(peilite /rco&i paper / . ystyreoe perlite) is a suitable alternate for i�yarurrate board in cite- • • wing Class A, B or C -; "GAFTEhe Isotherm RA"; "GAFFE!vW Tapered- isotheinit-:)tA" and Comte A" be substituted for any isocyanurateinsulation Trtunbull 'Pa • ' mayrlie utilized with-say-of the following "Asphalt Felt Systems with /lot -•,.•,;' ,: Asphalt". 2t)O2 Rooma MATERIALS Atm SYSTEMS DIRECTORY • ROOF YA'S (Fen) Roofing Systems (TC PU)- Ontfitwed Sli Premium He Sleet may be used in any of the Mowing Flex Ply 6" is a suitable alternate in "GAFglas Ply 6".. - P4aaaroe Recover Bomar be and ht lieu of any perlte in any of the following NC Class A,B and C - mating asphalt, for use with organic and glass felts or =allied biusrmt Heat Webi" SBS roofing be ' it Bea of " SIS products in any applicable A - btdc C-15/32 Winn 3 . . Iandetian (Optimna& One or mare layers paaBte, woad f g1 I is«yaaumit wood p / pate/ fhfciaue o& Ply Ste. Three er more .*pre GI "GAFGLAS Ply 4" or MAMAS Ply 6-, hot mopped. liarfachec Graved. Dui 015/32 Incline 2- (Optiente One or more Wes peter wood ffies utelhane, P 1000lsoourolo romp wood fiberl composite, er *AY S1 Three or more lagers Type G1 "GAPCL.AS• Ply 4" or CAR US Ply 6 ". Cap Sheet One layer Type G3 °GA.AS Mineral Studied Cap Dedo NC Indim insulation (Optional One or mare layers pedite, mixt Stec isocyanunne, methane, =sham wood !Bier% / composite, air. - Ply Sheet: Two or more byes Type GP "GAFGLAS Pty 4" or "GAF - - GLAS Ply 6". Cap Sheet One Layer Type {3 "GAFGLAS R S Shoed Clap Dada NC Indbmt 112 • PnsnIatlom One or two layers "lsothernr R', 4 in- maxi boot mopped. Ply Sheet Any t}t. Classilied gravel surfaced Clsass * glass fiber • Mat system. Deck C-15/32 iodine 1 > Sheet Red rosin nailed-to deck Base Stet One Byer ofType G2 GAitQ. S$lS Base Seer (maybe Ply Sheet One or more layers of Type GI "GAFGLAS Ply 4" ar :GAFGLAS Ply 6": Cap Sheet One layer of Type G,3 "CAMAS Mineral Surfaced Cap - Dedc NC Iodine S - c. Base Std "One layer of type G'2 °GAFGi.AS 1195 Base S'hs Ply Sheet One or more layers of Type GI "CAMAS Ply 4" cos GOGLAS Ply 6 °. 'TAP Sheet One layer of G-3 "GAFGLAS Mineral Surfaced Cap Dade C-15132 Incline 2 i Insulation; One or more layers pawgleas f be . isocyamnate, me- thane, perlitensocyarturate composite, per :/me phe- nolic, LO in. min (obet front plywood joints 6 in.). . - Bane Sheet -One or none Cayes of G1,=as c Membrane One or more byes of lattberald Tante (smooth or granule), "Rutbe:told Torch Phus" (granule), "Rubuold Mop' (smooth or e� Cap SIB "GAFGLAS Affi�al Surfaced Cap Stee", hest mopped. Iodine 2 Deck bbeutNon (Optinna& One or more layers pulite, wood' f fiber isocyantuate, urethane, perlite/Isocyanmete. eat methane composite, wood fiber isacya stta(e cemposlie, pbetesS4 any Base Sheet: Two or more layees of Type G2-or G3. Ply Sae (Optional : One or more layem oflype•G I. - One or mne'.layas of "t berai 'Toro►" bancalit or "Rubertatt TbadaPlus" @tuft Mop' (smoother f;ramde) er "Rnberoid Mop Plus" (gam). • • • ••• • • • ••• •• •• . • • • •• . ) N? • (>`f Roofuk Systt f G U)-C%�t lted -� iP'�� ' f , •• • • •c: ,• • • • • L Deeds C-15I3 • • Paneafate:6- 2• •; Omer more woad • • glass perlite/isocyanuraie cite, peafite/ urethane composite, wool liberlisocyamnate au tposid» phenolic. any .• • : • •• •:.' •• Ply Sheet See ar.naae•layen a Fltpe Gf :GAFGLAS Ply 4" or 173 'CAMAS Cap P OS "GAIL MIME SteCtted Cap Sheet", hot 2. /32 3-1/2 instdatiene One or more layers pulite, wood fibec glass methane composite, mod // phenolic, any Base Sheet Taro or more of Type GI, G2 or G3. Meatus= One or Tonle Mup" (smooth or arm Mop P `(granule). Cap S "GAFGLAS MineraLSmrfaced Cap Sleet", hot mopped. Pejo e L Deck 015/32: - Incline 1/2 Inedation (Optima& One or more s puiite, wood.fibec glass urethane composite, wand. Sbe r/ y phenolic, any My GASheeI P Three ly or more layers of Type Gi CAFGLAS 11y 4" or Surfacing IsSpedal.lbalefots Bittunen" 20 lbslsq. COAL TAR SYSESAS WITH HOT ROOFING COAL TAR Class A 1. Deck C-15/32 Incliner 1/2 • laudation (Optkealk flute or mare tags pry wood 6bec glass u ume wood fberl / phenolic, any thklatess. - Piy Sires Sore or more layers of Type Gi "GAFGLAS Ply 4" or "GAFGLASp1yy 6", Trot mopped airSa and ter Surfacing Grad. COMMAIION HOT AND COLD SYSTEMS Class A • 1. (Option&h Ore p more layers periite , wood fiber or glass $be2 in. max. Plyy� er more layers o f Type G1 "GAFGLAS Ply 4" or iturfadmp Grandy Industries "al MB Aluminum. Roof Coating" at 1-1/2 gal/sq. - P 1 2. Dade JC . beadiest -One or more layers perms wood Sber glass fibay isaveramite, urethane, perlte /socyarmate composite, per/ • urethane ore comtpmn'dt; wood fiber/ compute, phenolic, any Ply Sheet Three or we layers of Type G1 "GAFGLAS Ply 4" or °GA .AS Ply r. • - . "fir Coat E uulsiod' at 3 gal /sq. 3. De se One ar two layers R ", 4 in., lot mom. Ply Any IL Classified gravel suefse dCfassAasphaltglassfiter mat sydeoa. - - 4. Derck NC - Indium 2 Insehttsm (Option* Isocruturate, isooyammdekomPosite, wood fetter and glass fines any lido mesa, =admiralty fastened. Base-Sheet One ply Type Gi or G2, Mechanically fastuted or hot liptiyaVet One or moare-pPies Tjrpe GI acrd, wed Mb hot roofing Surfacing "GAF Premitain-libesad Aluminum Roof Coating", 1-1/2 gal/se or "GAF Weather Coat , 3 ga1/srh . c NC Pulite, glass Sac polyisocyanurate, wood f nachaninaly fastened, any Sidman. • • • 5. GAFGLAS® Specifications N -B- 4 -1111/11 and N -B-4 -M North, South, and West Zones Nabable decks Up to 6 hues per foot slope, swept for concrete decks which are Witted to a maxhnwn slope of 1- per foot Wood, plywood, poured gypsum, precast gypsum planks, other amble nobble decks. For lightweight insulating concrete decks, see page 9. Streattring Paper (1 ply. If ).: Base Sheet GAFGLAS.PIy -(ZOO ,.,. GAF Materials Corporation Roof -Aspimlt lnterplles . Cap Swot GAFGtAS Mineral Surfaced Cap Mast (1 ply) Aliernimate We* fulf seam . 175- 250lbs.. Specifications General Design and Application Considerations detatted in this Manual shall apply in addition to the following recommendations and Application of Ruoms Membrane 1. Over entire surface, lay one ply of sheathing paper where applicable. tap each stmt 2 inches over preceding steed. Nag sufficiently to hold in place. 2. Starting at the tow point of th roof, lay one ply of Base Sheet, lapping each sheet 2 inches at edges and not less than 6 inch at end its. Nall along lap of base ply at ink not to exceed 9 Inches and stinger-nail down rester of sheet in two rows with nails spaced at 18 inch intervals in each row. Use fas- teners with integral metal heads at least 1 hush in denuder or same Mare recommended by GAF Warble Consolation or the deck ►manufacturer. (See 'Special Instructions* bear.) 3. Starting at the low point of therms, mop bra plies of GAFGtAS Ply Mingle fashion; lapping each sheet 20 SA inches over the preceding sheet s0fld mopping to the underlying base sheet to provide three plies over the enure roof area. Asphalt Requirements tnterply mappings of Roofing Asphalt must be applied in a continuous film and shall consat of approximately 25 pounds per 100 square feet of roof area wits a tolerance not to weed 20% pitet or mhuta. The appropriate asplegt for the slopes involved mast the used. • • ••• • • • ••• !'! ! 1.!! -1 . • • • • • • • • • ••• • s1. ,. Up to 3' . e • . 3 ' I1 -s ASTI ! ,p W On slopes up to 1/2 inch per foot, Rat ASTM Type 11 may he used except in Flohfda. Texas, Nel aMl na. and Caf#.omia.. • Sudwing '. .. • . i.. with the Apply GAFetAs Warmth= on pare f1a?'l sagecase3 fan the bps nt tie plymss. 11. � andatlonns for rae over gypswn decks on page 9. 2. Acceptable Base Sheets acludw STRATAVENP Mailable required for freshly poured gypsum mss, GAFGlAS #1751ase Sheet, RUBERO4Y Modifed Base Sheet GAFGL.AS°PLY Gm. and GAFGLAS Fly 4. For wad decks and stns rural wont M3er dam, when GAFGLAS Ply 4 or GAFG1.AS PLY 6 is used as a terse std, a sheathing raper is remand. 3. See'NaMng of Base Stead,`. age 19. . 4. Far roof slopes of 1 hot period or more. all ply felts mist be tack -rat 4 kwheiln fromthel cecpoftle feft. Sea on Stem Roofs; pap 10. din Classification .lit. Ms 1N. Chart Key 1. Suite - C = Combustible and Noncombustible Combustible = Wood per, hoards, etc., p ywoo► (min. 'Yu inch tacitness), orated strand hoard (min.'% inch t>). NC= NontombustiNe only Noncombustftlle =Steel, poured or precast structural corte, tghtwelght insulating concrete, gypsnun, structural wood fiber, etc. 2.e Maximum ape aid, in Webs per foot Spedfloation 41 MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT dONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Po lyfoamProducts, Inc. 11715 Boudreaux Road Tomball, TX 77375 • • •• •• • • • • • • • • • • ••. • • • • • • • • • ••• • • • ••• • • • • ..• •. • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • *MIAMI-•D�DF COUNTY, FLORIDA • • • • • • • • ItiB Re -I=AQE GLER BUILDING • .. 1 • 4i NEST FLACI f STREET, SUITE 1603 ••• . MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 •• • • • •• ••• •• • • -i • • • •• • • • • • ••• •• • • SCOPE: This NOA Li 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 f 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 approved as described d herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® A11161) 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. TKRNLRYATION 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 itsentirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be a'ialable 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 Jftrge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Roofing Roof tile adhesive Polyurethane Category: Sub ry; Materials: • • ... • • • .. .. • • • .. .. • • • • • ... • • • • • • • • • • • • ... . • • • • • • ... .. • • • • • • • • • • • • • • • • • ...... ... • • • • • • .. • . • • • • • • .. .. • .. • • • .. ... .. • • • . • • This approves Polypro® AH160 as manufactured by Po lyfoam Froaucts, lingua desertai in Section 2 of this Ns s* « of Acceptance. For the locations where the design pressure requirements, as determined by applicab building code, does not exceed the design pressure values obtained by calculations in compli ; « with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile reof tiles system using Poiypro® 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; Polypro40 AH160 Foampr ■ RTF1000 ProPack® 30 & 100 Dimensions Test Specifications N/A TAS 101 N/A N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miaini -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro A11160 roof tile adhesive. PHYSICAL PROPERTIES: Density Compre1sive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensij nal Stability Closed Clell 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 IbsJft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PS1 Parallel to rise 0.08 LbsJFt2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks ±6.0% Volume Change ®158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2of7 EVIDENCE SUBMITTED: !Test Agency Center for Applied Engineering Miles Laboratories Polymers Division RamteehlLaboratories, Inc. Southwe$t Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94 -060 257818-1PA 25- 7438 -3 25-74384 25- 7438 -7 25 -7492 NB-589 -631 9637 -92 01- 6743 -011 01- 6739-0621[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109-2 520109 -3 520109 -6 520109-7 520191 -1 520109-2-1 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • .•• • .• •• • • • • • • • • • . . • • • • • • • •• • • • .••.. • .r. esN Nani / e rt *Date TAS 101 04/08/94 ." TES in :'. :" • "12/16/96 ' SStc 1:143: • ' :' • J0/25/95 •• • • • • . ••• •• SSTD 11-93 11/02/95 SSTD 1193 12/12/95 ASTM D 1623 02101/94 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 TAS 101 • 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer -to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AII 160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Starniard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AII160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Rodf Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. ti F F =t2: MS W NOA No.: 06- 0201.02 Expiration Date: 05/10/11 ApproaDate: 04/13/06 Page 3of7 INSTALLATION: • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • ••• •• •• • • • • • • • • e • • • • • • • •• 1. Polypro® AH160 may be used with any roof the asse illy l vmg a: ;urr nt NOA 1athsts uplift re*istance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the • I ding Placement Details noted herein. The roof &M atse:aliitr s Uliesttd aUAdhment with use of Polypro® A11160 shall provide sufficient attach siItattc&,edxprised as an uplift system, to meet or exceed the uplift resistance deteu aimod rn comptiairce w t1 i4iami Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tiler assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Ro ling Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® A11160 Operating Instruction and Maintenance Booklet. 4. Ins ablation must be by a Factory Trained 'Qualified Applicator' approved and licensed 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- 1.1' (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per file as at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 orProPack® 30 & 100 dispensing eqUipment only. 7. Polpro® AH160 shall not be exposed permanently to sunlight. 8. Ti11s must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Pol pro® A11160 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. 1 LABELING: All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As requuirtxd 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 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grans) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A Hi . Profile (2 Piece Bae1) #1 17 /side on cap and 34/pan N/A Low, High Profiles #2 24 N/A Low, High Profiles #3 8 LABELING: All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As requuirtxd 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 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ADHESIVE PLACFIVIENa:DEtAIL I". • • • • • • • • • • • • SINGLE PAS' • • • • • • • • • • • ••• ••• •.. • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ADHESIVE PLACEMENa:D>41'AIL 2' • ": • •.." • • • • • • • • • • • • SINGLE PATTY •' •' • • • • • • • s•• ••• ••• • • • •• • • • •• ••• •• NOA No.: 86- 020192 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 • • ••. • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • 000 ADHESIVE PLACEME PZ ` I I1 8• •. i • • • •.. �� PA • • • • • • • • • • • • • • • • • • • • • • • • • •.• 000 • • 0 0 0 •.• • • •• • • 0 •• 000 00 END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10111 Approval Date: 04/13/06 Page 7 of 7