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RF-15-1453 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-248526 Permit Number: RF-6-15-1453 Scheduled Inspection Date: December 01,2015 Permit Type: Roof Inspector: Naranjo, Ismael Inspection Type: Final Roof Owner: CASTILLO,JOE Work Classification: Tile/Flat Job Address: 10698 NE 6 Avenue Miami Shores, FL 33138-2052 Phone Number (305)756-8845 Parcel Number 1122310140010 Project: <NONE> Contractor: ALL FLORIDA CUSTOM HOMES Phone: (904)838-8822 Building Department Comments RE-ROOF TILE AND FLAT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed /' CREATED AS REINSPECTION FOR INSP-248373. CREATED AS REINSPECTION FOR INSP-236743. ROOF OK Missing renailing affidavit Failed ❑ Jose called to cancell inspection 1'V30/2015 Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 30,2015 For Inspections please call: (305)762-4949 Page 41 of 46 S L-C.1Es �r Miami shores Village �aging Building Department 10050 N.E.2nd Avenue �' '�•4 Miami Shores, Florida 33138 lOR' Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit#--IR -fie S n 153 DATE: h/Z., INSPECTION AFFIDAVIT rT- L I licensed as a (n) Contra or/Engineer/Architect, (Print name and crde License Type) FS 468 Building Inspector License* L 5L 10-7 On or about //"s- , I did personally inspect the roof deck nailingand (Date&time) Secondary water barrier work at (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Swornto and subscribed before me this I Z 3,d day of J � Notary Public, Sate of Florida at Large `" Notary Public State d FrorNa Janina E Roman �3' My Comnassiorr FF 102357 *_ � 4 Expires 03!16+2018 "General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection.Indude photographs of each plane of the roof with permit#and address#deafly shown marked on the deck for each inspection Revised on 5/21/2009 Lab Report leo. 12533? FLORIDA TEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY C.A.#30448 Lab Certificate#13-0507.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO-DADE COUNTY PROTOCOL TAS-106 PROPERTYADDRESS. 10698 NE 6th Ave,Miami Shores PERMIT No: RF6151453 ROOFING OWNER: SQUARES: 18 CONTRACTOR: ROOF PITCH. 3:12 INSPECTOR TILE TYPE: Double Roll INITIALS: JC ATTACHMENT.- Polfoam TEST DATE. 11/23/2015 Testinq Equipment: Di ital Chatillon DFIS 200 Test Tabulation Required Testing Force:35 Ibs No. RFS ULT No. RESULT No. RESULT No. RES ULT No. RFS ULT 1-9 Passed 10-19 Passed 20-23 Passed THIS ROOF HAS:PASSED ® FAILED THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI-DADE COUNTY TAS 106. 1 —_---- 23 22 r -- 2 3 4 j 21 11 5 20 6 — 7 8 '19 9 10 18' s —�I 11 16' 15 12 14 Since ly, i Alberto Cardona,P.E. Lic.No. 1713 10735 SW 2-16`h St.Unit 416 Tel:305-256-4550 www.FloridaTEC.net Miami FL 33170 Page 1 1 Fax:305-256-6833 ALLFL-1 OP ID:KA x.« .?ATE I&1frPDDNVY�I CERTIFICATE F LIABILITY INSURANCE CE 11/18/20.15 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NQ RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACTBETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the poflcy(les)must be endorsed, If SUBROGATION IS WAIVED,Subject to the terms and conditions of the,policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement s. NAlA PRODUCER E: Ifayla Pt L>eloilt3,C1SR INSURAMERICA OF FLORID INC. — I^ 9Q4 332 FIS Ar 4348 SOUTHPOINT BLVD ST 2011 JACKSONVILLE,FL 92296' Amoss;t€delcatitlO�iITSLIlamBriC -i.GCJIn Sheryl D.Coney,GIC _ — HIM SI:ArFORDIN`COVERAGE __.. NAIC0 ,_...... _w...._ irasUa R,a lnllt s Insurance COTP� ny �...._, .�_... 004761 [N5Lr1 m Atl;FIodda{+ilSto 1�lornes -._,..� INSU€4s=E s,Associa#Ion Insurance co!"an by John Raymer Inc. INSURER c � 1111170 n Jose Blvd#118 .___ __— ._................ Jacksonville,FL$2233-7274 €4SUFWR,D #iSLiRER E ROLRER COVERAGE$ CERTIFICATE NUR9BER. REVISION NUMBER: THIS 15 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR T14E POLICY PERIOD INDICATED, NOTNTHSTAND14G ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES OESCRIBED HEREIN IS SUBJECT TO ALL THE TIMRMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN M AYHAVE BEEN REDUCED BY'PA1D CLAIMS row LTR iTYPE OF MANGE FOUCY'NUMBER rakia]D/YY ,MM d LIMITS A 'X ,COMWERcuL SAL LIABILITY FAH I_CCU RfN r 1,000, �Y QAC Z-REFT!r" LRUR.M3. E L''i O=X jGL1at1'17843200 fl8125F20i5 08125 _UF uFx `gIe occu mn 100,OCK ' KiRS.NALAAC, Ih ,Rr ... 1 C ENL AG0Rr_ATE. €AT MPPt�"8 F'CR: � r,ERAL,Ai t RFc A r 2 0110,0 I ICT Le: l zc is€a rn s€ eP ar t 2,000, 0 t9ER: �AUTOMOBILE LIABILITY LCIaB'T=EL StI€L _NrT 1 ltN•!Jef.:TY3 i _09L'r=T14j,1:Y(Peepm,e,i) $ € 'Jr S -1,.O3LE Its URY(Nt acAdertti 1 At ROS A0,MS Htx'E' :AUTOS � AUTOS i �'za'as'eet1E 3 ......_._.. $�___... ._..e €LN—LLA 1.1- 7 CRL.-t t t f'€IP:RETIZ:= EXCESS LAS €`w„?d3a15..MAJ:3 j €jR.,RFL7tsTE .. _ _ UES WORKERS COMPENSATION >'i 15TA'rUTk ER n3t1 ER9PLCYERS LIABL.ITY YIN ' B A r'PRcFRCT,RPAB"';d Fc?E T`d iYCV41787'2000 09/05/2015 09/OSJ2 6 EL ec,xa ICENT _ €`r; rd`MF Q'...F Er €.G`EC1" s�t4 f A 500,000 (Mandatary in NH) I ;: ` El, u A E E E+AhY €)3 E£ $ €v nn1sr y 1 00 1"F.aC:Td7I>33scION OF CPFRAT K)NG I)Aow E.i,D.,MA�E hic'.€A.Str IT 1 DESCRVriDN OF OPEkArO 34 LO,ZATIONS t VEHCLES(ACORO 101..Additlanat Remarks:Schalala,may beaiiathed it mote spaco is required) State Certified Rooting Contractor Liscenee#CCC-056907 CERTIFICATE HOLDER CANCELLATION Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CAIgCELLED BEFORE g RILE EXPIRATION DATE THEREOF, HOTICE WILL 8E DEL ED IN Building Dept, ACCORDANCE WITH THE POLICY PROVISIOH 10050 N.E.2nd Ave. AUTNORZED REPRESE4TATIVE Miami Shores,FL 33138 Sheryl C.Curley,Ctc 5 £a71S88-2014 ACORD CORPORATION. All rights reserved_ ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD � ?O1S y Miami Shores Village 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Phone: (305)795-2204 OR Expiration: 01109/2016 Project Address Parcel Number Applicant 10698 NE 6 Avenue 1122310140010 JOE CASTILLO Miami Shores, FL 33138-2052 Block: Lot: Owner Information Address Phone Cell JOE CASTILLO 10698 NE 6 AVE (305)756-8845 MIAMI SHORE FL 33138-2052 Contractor(s) Phone Cell Phone Valuation: $ 15,000.00 ALL FLORIDA CUSTOM HOMES (904)838-8822 Total Sq Feet: 2700 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF TILE AND FLAT Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Owners Bond $500.00 Invoice# RF-6-15-55962 CCF $9.00 DBPR Fee $4.50 06/12/2015 Credit Card $50.00 $792.00 DCA Fee $4.50 07/13/2015 Credit Card $292.00 $500.00 Education Surcharge $3.00 07/08/2015 Credit Card $500.00 $0.00 Permit Fee-New Roof $300.00 Bond#:2782 Scanning Fee $9.00 Technology Fee $12.00 Total: $842.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-na do the work stated. July 13, 2015 Authorized Signature:Owner / Applican ontractor / Agent Date Building Department Copy July 13, 2015 1 Miami Shores Village aha Building Department RFCETV EL-) ,JUN 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY: INSPECTION LINE PHONE NUMBER:(305)762-4949 Ql FBC 2010 BUILDING Master Permit No. (5— jgS3 PERMIT APPLICATION sub Permit No. ❑BUILDING F-1ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION —]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 10(n 418 N C (a Ay C. City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11 ^ 2 2 3 1 s C7 1`� '( u 10 Is the Building Historically Designated:Yes NO f Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): I0 F_ 0 AS+; 116 Phone#: Address: 10(0 OiS W e '04 A4-C City: f-kc AvNi kG,tS State: Zip: Tenant/Lessee Name: Phone#: Email: tt CONTRACTOR:Company Name: All "Flo r i (f V S to v-,**-4- 6vnne S Phone#: Address: (11 )1-70 Sven , 105- 'AVA City:j AcKSoLL v JV_ T-- State: Zip: 3 2Z2- Qualifier Name: Itch Vl A tM te- Phone#: State Certification or Registration#: C-C-C- O S(e !bel Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 1 S 00A Square/Linear Foot e of Work: Type of Work: F-1Addition F-1Alteration ❑ New Repair/Replace El Demolition Description of Work:_1z-e — F-e)a Specify color of color thru tile: Submittal Fee$, 0�1 Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$oma`'( 0 (Revised02/24/2014) 9 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occursseve (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appro d a spection fee will be charged. tt t Signature Signature OW ER ENT CONTRACTOR The foregoing instrument was ck owledged before me this The foregoing instrument was acknowledged before me this day of ... 20 ' by day of j -1- 20 I by who is personally known to _. ,A;:.—, Ji who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PM: NOTARY PUB I Sign: Sign: Print: c_J V - � Print: Seal: Notary Pubk State ar Florida Seal: EyNj: =nm d Florida Jannina E Roman W Commfasim FF 102357 t02357Expires 03/1612018 *e** *******# APPROVED BY �J Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) - LOCAL SUSIM S TAX RECEIPT a # � i -'76$Aw^E SWUSTE 118 �s a „Z ;- ALL tA'T Y JMN PAYMER tib Cr ` . b N" ; "0570, 1001, ,v DEPARTMENT Of" RUSIKES-�"AN CC)t4STRUCTION jf4DUSTRY LICENSING BOARl' ,..,_ , i . GmailJ a n, 12. 2015 5: 31 AM https://mail_google.com/mail/u/o/?IuNo. 008115eo,p. 1kview-pr&s... ALLFL.1 0P.-IM KA CERTIFICA"fE f�L,IA131LITY INSURANCE 6F1V2o THUS CEP.TIFICATEI 13129LI90 AS R NATTER OF INFnR*ATION ONLY AND CONI-Ma NO R.IO1478 UPON THE CgR11FIcAT'E}10l.DNR.THIS CERYIFICA'M P611S NOT AFFIRMATIVELY OR NEGATIVELY AMEND,E)(TEND OR ALSPER T17Z'C0VEM9I5 ArF(YI{I7ZD BV THE POLIICIES 'BELOW: THI^o Cf:I FICATE OF INSURANCE 000 NOT CONSTITUTE R CoNT'RACP wTutEEN THE issues INetIOSR(a), AVY00RIx@D REPRE5ENTAMn ORPRODUCER,AND THE CpK01CAtE KoLDESL IMPORTANT. If the cMIffk:&te hDld&r'Is an AlorftbNAL INSURED,the Patic�(les)inGffit be eindorsed. 113UORa+a T10N W-WAIVIHA,sUb(gct to Ihe�terms and OorAliORs 01 the PDHC4 eert*1 Ffbil ie�s MW require an endorsement,A'3tatament Pndnrs eer0tate.0oes nOt abgrer rights to frtrr c vats hotAar In lion D1 each MdDr&em2LwLsj,. pwbucula R.De1Rr o11no,CiSt� INBURAMERICA.OF FLORID INC. 4342 SOUTWPOINT gLVID 0-r 2011 ACK$00iLLF PL'38216 a�kdplmofillo�Nnslrrametica-FLcartl .. Sherin17.I;oney CIC - 'rwsifaeRletAFFaaowoCCVE E ---•-.---. -„ . ..........,,�......"... ,,,....._..... -ryr� ;VmihAB,ln$UfBIfCC_,C.,.!?ri!',itl. _...._........__.....__..ff04T61...�.�, rtiswa �itRloridaCustom Nom®'s neagsxe........ Co John .�....,._. .. _ _ 1'1114 105an June Vd#116 !IS S.E._...........,,,..,--:_.__..............._._.._....... .w �.� ,�..,,.�_ :..,..._....,.,,.,..,...._ J acksonAlla.FL&a2H8.7274 IWBUnER E Mer{�rL>d; C(>VURAGFS tEt�TIi�CA7t:Nu 0REt?Is1aN NIIIMe9E�1; TH16 19 TO oeRTIFYTHAT THE POLICIES OF INSURANCE w15YE0 01 Lbw HAVE SEEN I5sUEO TO THE MUAW NAMED ABOVE FOR THE POLICY.QERIOo INOrAM. NOPNITHSTAN01413 ANY nUgUjREEENT",TERM OR CCODITION OF ANY WNTAACT OR OTHER DOCUMENT WhH RE8FZCT TO WHICH 1'HIG CEATIP"TE MAY 015 ISSUED OR MAY PE&AN,r.0.IDISURANCL AFFORDED BY171E FOUQIES5 I 0�'WRED HEREIN IP'`sWYECT TO ALL THE TERW, EXCLUSIONS AND COHDrr1QN6 OF 9VcN FOUL)K WAITS,SHOWN �N HOWN MAYHAVE$ 01JUCED 9Y PAID C,LtIM3.• _ �i TvPvOFRRUFa.NGB3. . ".. Sw» POLICYNUF1WR ••—. N - - LIN Ire iS 1 X COMNEPCIAL OEIERAL UMUTY E z ccs rt&luce a 1,00g,o0 '_ C'LAr;,eSllAt'F. 1bC'.'UR LPD1YAd3.2D9 '0 §!2(J7d p9'f25/2U1,$ �IeiT•k` +E7�-'•__ t 10!x,.90 • rrszsowu..aKovgtaw�� C - 1,brI0, 3ENY.1IJORG3kYE_r�i;ghdT NF:IG`F�Q, ^� I _AC"J•F.RNL ArGRtiC4RYE •- #'�•- _x�,�i,.. p0.:r1"��J3LT UK- .._ 6M 00 �UlrcfAae9a uwaµlTY " �ANr'•MJ!'O BjpLk MSa}nY•Pw prop) F Ni '3f`,1 yyAf'.r3] 06DLY 10.0 Y IRur'>k'1w*m).6 . NON•0'�+N�U ' �f�1=r,Yr'4�r1'4iiX'Cl:'-._.•""• �y�!UraerzELu LtAB ,t�U>z I a:Yi:ai ccc�IraaPA�cc a -{i-EYC:Fas W16•, C Ni:9. µcK; •m:0R173ATE 10r:: Her.EKT ,WD tlhtt��offP��aNeA'RUP{ ' , .,hro @MPIA.rrTi''G•IAtIG`r{' 1 I 7C, 'iTAn�n,l...,_.L.F.R.h.:.., ,.H„_.- �..._... foFk. ppPN�(pRr7�y 7i„CVf�v,;. 'FLM'-! I rcvol7872d00 09JD5T2044 rD4f051Y07b E. rHaeGCFltr 5¢0, Qeardabo-rinNM) yE.l.7rrh .EA&:SIFYCWLH a ,�`„•D_a_,- IIF��,l1sdax�M�ourdmr f]Er.'ClftiKrifYPI N•QW?Aor10NS Salae E.G rI5Fi.5E"•PN.IGr iJN1T a ��tNI.OG I l OESC F'T'ON OF OPERa'a6Ne f LOCAf LOCA`le!{B I Ve MCL69 IACOhD 1Ds,.J„q py,,,y M�na&d 2rmd,iFs,map bq aumhae K tIa*e ePtlou ltl rogahedl State Certified Roofing Contractor Liscence#CCC-05690Y C6ICTEFICAT o t_ cANCELLATIoN Miami Shores Village SkOULDAHYdeTOE Aadvl=o+' o gem,EOaoLloea131=c1u,L'ELI UeE"Re Building Det THS WlUr bATE TIt�ECF, pOMM 109L& RR MWERM IN 9 P A0001000*VPTN*Mrz Poucv rgmaatoNa. NE 2nd Ave. aurlrrRtTs)rtmbrg,CL'VI"S11VE ' Sheryl D.C1jr15V 01888-;1P14 ACDRD CORPORATION:All ilghm r66erl(ed. ACOR0 23•f-2074101) Tho ACDRD nama gfRd 1o00 are ragietrned,marks,of AC006 2 oft 6/12/2015 8:48 AM SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to this section,it is the responsibility of the roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of this section.The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contrae�.The owner's initial in the adjacent box indicates that the item has been explained. Aesthetics-Workmanship:The workmanship provisions of Section R4402 are for the purpose of �ividing that the roofing system meets the wind resistance and water intrusion 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 betwe� .the owner and the contractor. '// 2.Renailing Wood Decks:When replacing roofing,the existing wood roof deck may have to be ailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior 4efo removing the existing roof system.) -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 –contr actor and/or owner should notify the occupants of adjacent units of roofing work to be perf%". Exposed Ceilings: Exposed,open beam ceilings are where the underside of4he rootc!"king .' canbe viewed from below.The owner may wish to maintain the architectural appeararwq,-therefore,-roofing —see `- 6ail penetrations of the underside of the decking may not be acceptable.This provides theUptibn of maintaining ; this appearance. . . :6 0 0,. .••••• 5. Ponding Water:The current roof system and/or deck of the building mays;of drab well-and r maw cause water to pond (accumulate) in low-lying areas of the roof. Ponding cpp,�g,,an indication of sTructural distress and may require the review of a professional structural engineer;Pdh(gng may sllorten the life expectancy and performance of the new roofing system. Ponding conditions may not Wdlitlent until the original roofing system is removed. Ponding conditions should be corrected.-' • . .•. . . 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not over) a from a build u of water. Perimeter/ed a walls or other roof extensions may block this discharge i Aa P 9 Y "-------if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accgxflancq with the requirements of Sections R4402,R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the int ' the structural 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. Exception:Attic spaces,designed by a Florida licensed engineer or registered architect to eliminate the attic venting,ve tin II not be required. Ow s A nt' ' nature Date Contractor's Signature Property Address Permit Number ■■■■■■■■■■■■■■■■■■■■■■��■■n�■■■■■■■■■■■■■■■■■■■■ice■■�■��■�■ '�'\t•"7!!��*�■■■■■■!ii/■■■■■I■■■!?��N■■■■■■i■■■■■■■■■■/iE■■■/11,1■■f�■ 1 /t VINI, Il '/ 1■■■■■■�■■■■■■■■/■■■■■■■■A■■■■■■■■■■■/Etat■C■/It'n■■1/■ ■■"■■i ► ■■1■■■■i��._w�■■■■■■■■t■�iil■■■■■■■■■■■■II■■P�IIC■■i l■ �■ ■■� ■■1 ;■■■'■■■■■■■■■1..■■!tea■■�■■■■■■■■■■■■■■IIF■■■1�■■■�■ 1 ■ on ■■1 1■■■■■■■■■■■■■■■■rf■■■■■■■■■■C■■■■■■■■■111■■Y■11■■■ilii ■■■■fir■■LJ■■■■■■■■■■■■■■■■I/■■■■■■■■■■■►\■■■■■■■■1/■■E�■I■■■I■■■ ■' `/!""""\!'71'■■,■■■■■■■■■■■■■i/■■■■■■■■■■■Ili!■■■■■■■1!!1■f�■I■■■'■■■ J I/.,1! ll ) ■/�1■■►fir\■■■■■■■■!■■■■■■■■■■■■■■■■■■■■I■cif■IW■'■■'�■■■ / `�ll I V"ll + 1■11■■\I■■A■■■■■■■/■■■■■■■■■■■■�■■■■■■■`IE7■�■■!■LEW f / 1t _tea\ ,i■!■■/i■■Ji■■�i■■■/■■■■■i��■■/■■r��■■■■■■Ea■�■■■►■>■I I'M At /■■■ rr■7\'�■�I■■■�:.:a■/■■■■■r;/■■a��a!■■■■■■■!i■i■■■■■■■I ��a� �a�iiiiiiiiiiiii�■iiiiiiiiiiiiiiii�■iiii�■iii�i��il�c5liiii�' t■ii1Ei7FTilt■■■t/■■■■■■■■■■■■■■■■■■■■■■■■■■■Y■■■■■■■■11■■■■ii�lii:■■16 ■:X11■■■■■■t/■■■■■■■,■��/■■��■■��i��.�.�ti<■■■■■■■■■■■!/■■■O�l ��i�■■ ■�I■■■■■■t■■■■■■■■■■■iii■A■��■■■■■t7■■■■■■■■■■ri::..•�____!■ Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and Identify Manufacturer Attachment (If a component is not used, identify as"NA") System Manufacturer:�V'��T � 5� i?`�0't iyield: "oc @ Lap,#Rows @ "' ' "oc NOA No.: 11 i`2. Perimeter: "oc @ Lap,#Rows--�—@-<C—"oc Design Wind Pressures, From RAS 128 or Calculations: „ t� Corner: "oc @ Lap,# Rows @ oc 1�2 Pmax1: - ' Pmax2:�Pmax3: it Number of Fasteners Per Insulation Max. Design Pressure, From the Specific NOA Board System: iL - Field: Perimeter Corner Deck: _ Type: �t�' L'� =�' Illustrate Components Noted and Gauge/Thickness: , �14 Details as Applicable: 0000,• ,•„•, p , L Woodblocking, Gutter, %d& ; Ter4mion, Slope: Stripping, Flashing, Contipppps. Cle2t„•Chnt ....;, Anchor/Base Sheet&No.of Ply(s): �, Strip, Base Flashing, �'0�trjWr- Flashing, , , Coping, Etc. "•"' 0000 Anchor/Base Sheet Fastener/Bondi g Material: Indicate: Mean Roof Heigly..earapet•"Mjht, 0000, Height of Base Flashing, Qpplpanent ,Watgrial, 00000• Material Thickness, Fasteggl'..!`�pe, :Fagtber 000000 Insulation Base Layer: Spacing or Submit ManufcVJW6grs Details. that ,• Comply with RAS 111 and Chapt$r 16. ; 0 0 0.,0;, Base Insulation Size and Thickness: �, • . . 0000.. .0009. 999 Base Insulation Fastener/Bo i Mater' I: •• • a 11L- — FT.Top Insulation Layer: Parapet Top Insulation Size and Thickness: `�r^� Height Top Insulation Fastener/Bonding M erial: - - Base Sheet(s)&No.of Ply(s): t i� #: ��'4 ki FT. _ Mean Base Sheet Fasterlpr/Bonding Material: �X� k ;h t'l S Height Ply Sheet(s)&No.of Ply(s): I ely l&A-54 VIV)k Ply Sheet Fastener/Bonding Material: i 1} -t i if Top Ply: pn i t4 Top Ply Faster/Bonding Material: Surfacing: Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: `- Product Approval Number: "�� o-3 "L I Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): P1: . P P2. f ' -� p3• i Maximum Design Pressure Product Approval Specific System: Method of Tile Attachment: �= . . 0000 0000.. .. 0000 Steep Sloped System Description 0000.. 0000.. 00000 . 0000.. 0000 0 0.00• Deck Type: 00000. .. . . ... EE .. 0 00 .. 00 Type Underlayment: 60:0 Roof Slope: -�- 0000 .. 0000 a : 12 00 • Insulation: j Fire Barrier: ,n f Ridge Venti ation? Fastener Type & Spacing: j Adhesive Type: ' o,,4 Type Cap Sheet: A/ Roof Covering: #r1 Mean Roof Height: Type & Size Drips Edge: -- -� Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems,choose either Method 1 or 2.Compare the values for Mrwith the values from Mf. If the Mrvalues are greater than or equal to the Mr values, for each area of the roof,then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P,: 3, 1 x A v`-'_ . -M9: . ° =Mr, ' / Product Approval Mf ' Y (p2; r,!L x�, t :. ` ., _M9; =Mrz ". Product Approval Mf _ S (P3: 12"'-2 x `j -M9' --k 5'=Mr3 Product Approval Mf Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance(Mr)From Table Below Product Approval Mf Mf Re uired Moment Resistance* Mean Roof Height 1 • 9 .... wwwwww Roof Slope 15' 20' 25' 30' • • 40' 0 a 0 •w w w w 2:12 34.4 36.5 38.2 39.7000 •w 42.2•• w••"• www .. + w 3:12 32.2 34.4 36.0 37.4 39. •••••• • w .�• 4:12 30.4 32.2 33.8 35.1 •www• 370 0 0 ••••• 5:12 28.4 30.1 31.6 32.8'•: •i 34r. • ••••w• wwwwww 6:12 26.4 28.0 29.4 30.5 *slog 32.4 • w' 7:12 24.4 25.9 27.1 28.2 r 30. • •••+ • w • :0090: *Must be used in conjunction with a list of moment based tile systems endorsed by the •• ;• ; • Broward County Board of Rules and Appeals. •• • For Uplift based tile systems use Method 3.Compare the values for F'with the values for Fr. If the F'values are greater than or equal to the Fr values,for each area of the roof,then the the attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" (P,: x 1: = x w:=)-W; x cos d: - =Fr, Product Approval F (P2: x 1: _ x w:=)-W; x cos®: - =Fn_ Product Approval F' (P,: x 1: = x w:=_)-W: x cos 0: - =Fra Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity M, Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions I=length Product Approval w=width All calculations must be submitted to the Building Official at the time of permit application. M 6/10/2015 TGFU.R14571-Roofing Systems Barrier Board:— 1/4 in. (min) G-P Gypsum DensDeck@ with all joints staggered 6 in. from the plywood joints. Base Sheet:—Type G2, mechanically fastened. Membrane:— "POLYFLEX G FR", "XtraFlex APP G HP", "Xtraflex APP G FR" or"POLYFRESKO G FR", heat fused in place. 21. Deck: C-15/32 Incline: 2 Insulation(Optional):— Polyisocyanurate, perlite, wood fiber or polyisocyanurate/perlite board, any thickness. Barrier Board:— 1/4 in. (min) G-P Gypsum DensDeck@, mechanically fastened with all joints staggered 6 in. from the plywood joints. Base Sheet:— "ELASTOBASE", "XtraFlex SBS GLASS Base" (poly/sand), mechanically fastened or"ELASTOFLEX SA V PLUS FR", "ELASTOFLEX SA V FR" or"ELASTOFLEX SA V FR BASE VENT' (self adhered). Ply Sheet(Optional):— "ELASTOBASE", "XtraFlex SBS GLASS Base"(poly/sand), heat fused or mechanically fastened, or "ELASTOFLEX SA V PLUS FR", "ELASTOFLEX SA V FR" or"ELASTOFLEX SA V FR BASE VENT", (self adhered). Membrane:— "POLYFLEX SA P FR", "POLYFRESKO G APP SA P FR", "ELASTOFLEX SA P FR", "POLYFRESKO G SBS SA P FR", "ELASTOFLEX SA V FR HT", (self adhered) or"POLYFLEX G FR", "XtraFlex APP G HP", "Xtraflex APP G FR", "POLYFRESKO G FR", "DUFLEX G FR", "XtraFlex APP Dual", "ELASTOFLEX S6 G FR", "POLYFRESKO G SBS FR", "ELASTOFLEX VG FR", "XtraFlex SBS POLY G", "XtraFlex SBS POLY G T", "XtraFlex SBS GLASS G", "XtraFlex SBS GLASS GT" or"ELASTOSHIELD TS G FR", heat fused. ck: C-15/32 Incline: 1/2 _ Insulation(Optional):— Polyisocyanurate 1.5 in. (min.) with all joints staggered 6-in. (min.) from the plywood joints. '-, Base Sheet:—Type G2, mechanically fastened followed by "ELASTOBA E", "XtraFlex SBS GLASS Base", mechanically fastened. Ply Sheet(Optional):— "ELASTOFLEX SA V PLUS FR" "ELAST7=9"ELA'V FR" or"ELASTOFLEX SA V FR BASE VENT', (self �. adhered). Membrane:— "POLYFLEX SAP I, "POLYFRESKO G APP SA P FR", "ELASTOFLEX SA P FR", "POLYFRESKO G SBS SA P FR", or f "DUFLEX G FR", w7frffleX APP Duar, "POLYFLEX G FR", "XtraFlex APP G HP", "Xtraflex APP G FR", "ELASTOFLEX S6 G FR", "POLYFRESKO G SBS FR", "ELASTOFLEX VG FR", "XtraFlex SBS POLY G", "XtraFlex SBS POLY G T", "XtraFlex SBS GLASS G", ,,.. "XtraFlex SBS GLASS GT' or"ELASTOSHIELD TS G FR", heat fused.--------------- 23. Deck: NC Incline: 2 Insulation(Optional):— Atlas Roofing "ACFoam III" or"ACFoam II" or Hunter Panels"H-Shield", any thickness. Base Sheet:— "ELASTOBASE", "XtraFlex SBS GLASS Base"(poly/sand), heat fused or mechanically fastened or"ELASTOFLEX SA V FR", "ELASTOFLEX SA V PLUS FR" or"ELASTOFLEX SA V FR BASE VENT', (self adhered). Membrane:— "POLYFLEX SA P FR", "POLYFRESKO G APP SA P FR", "ELASTOFLEX SA P FR", "POLYFRESKO G SBS SA P FR", "ELASTOFLEX SA V FR HT', (self adhered) or"POLYFLEX G FR", "XtraFlex APP G HP", "Xtraflex APP G FR", "POLYFRESKO G FR", "XtraFlex APP Dual", "DUFLEX G FR", "ELASTOFLEX S6 G FR", "POLYFRESKO G SBS FR", "ELASTOFLEX VG FR"•;XtraFlex SBS POLY G", "XtraFlex SBS POLY G T", "XtraFlex SBS GLASS G", "XtraFlex SBS GLASS GT" or" ELASTOJHIELQ TS G Pl;'i milt fused...... 24. Deck: C-15/32 Incline: 3 " ' •"i'• '• 0000•• •• • 0000•• Insulation(Optional):— Polyisocyanurate, perlite, wood fiber or polyisocyanurate/perlite board68Vt"ckness. • • Barrier Board:— 1/4 in. (min) G-P Gypsum DensDeck@, mechanically fastened with all joints staggered 6 in.dromithe plyvupoa• • joints. '0000• .••••• ••••• Base Sheet:— "ELASTOBASE", "XtraFlex SBS GLASS Base" (poly/sand), mechanically fastened. • • Ply Sheet(Optional):— "ELASTOFLEX SA V PLUS FR" , "ELASTOFLEX SA V FR" or"ELASTOFLMAU FR BAM.Vft-, (serf"" adhered). 00 00 0 •• 0 0.0.0 Membrane:— "ELASTOFLEX S6 G FR", "XtraFlex SBS POLY G", "XtraFlex SBS POLY G T' or"P0ltVF4£6KO G SBS•FR", heat fused. • • • 0000•• 25. Deck: NC Incline: 3 •""" • • • • • • • • 0000•• Insulation(Optional):— Atlas Roofing "ACFoam III" or"ACFoam II" or Hunter Panels "H-Shields any thickness.:': Base Sheet:— "ELASTOFLEX SA V PLUS FR", "ELASTOFLEX SA V FR" or"ELASTOFLEX SA V FR BASE VENT" (?elf adhered). Membrane:— "POLYFLEX SA P FR", "POLYFRESKO G APP SA P FR", "ELASTOFLEX SA P FR" or"POLYFRESKO G SBS SA P FR" (self adhered): 26. Deck: NC Incline: 1/2 Base Sheet:—Type G1 or G2, mechanically fastened. Membrane:— "POLYFLEX G", "XtraFlex APP G HP TOR", "Xtraflex APP G" or"POLYBOND G", heat fused. 27. Deck: NC Incline: 3 Membrane:— "POLYFLEX SA P FR", "POLYFRESKO G APP SA P FR", "POLYFRESKO G SBS SA P FR"or"ELASTOFLEX SA P FR" (self adhered). 28. Deck: NC Incline: 1 Insulation(Optional):— Polyisocyanurate, any thickness. Base sheet(Optional):— "ELASTOFLEX SA V", "ELASTOFLEX SA V PLUS", "Xtraflex SBS Base SA" or"ELASTOFLEX SA V BASE VENT', self-adhered or"ELASTOBASE", "XtraFlex SBS GLASS Base" (poly/sand), mechanically fastened. Membrane:— "POLYFLEX SA P", "Xtraflex APP G SA" "XtraFlex Kool APP G SA", or"POLYFRESKO G APP SA P" self-adhered or "POLYFLEX G FR", heat fused. 29. Deck: C-15/32 Incline: 1/2 Insulation:— Polyisocyanurate (2 in. min), glass fiber(15/16 in. min), perlite/polyisocyanurate composite, perlite/urethane composite (2 in. min). Barrier Board:— 1/4 in. (min) G-P Gypsum DensDeck@, mechanically fastened, with 6 in. offset to plywood joints. Base Sheet:— "ELASTOFLEX S6", "XtraFlex SBS POLY Base", "ELASTOFLEX P-C" (heat fused or mechanically fastened). httpJ/database.ul.comlcgi-birLXYV/template USEXT/1FRAME/shuNpi ge.html?name=TGFU.Rl4571&ccnshort6Ue=Roofing+Systems&objid=1074352.266&cf... 5112 r. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Polyglass USA,Inc. 150 Lyon Drive Fernley,NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to 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. RER reserves the right to revolve this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. 0000 9 . . 0000 0000.. DESCRIPTION: Polyglass Self-Adhered Roof System over Wood Decks •• 000* • 9 000000 .. 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo *i�*,state and f`ollowin$.... statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.•••• :06666 •6:000 90.06. 99 6 00000 RENEWAL of this NOA shall be considered after a renewal application has been filed arOthere has beennJ changes••:• in the applicable building code negatively affecting the performance of this product. :00:0: 6 9• . 6 . . 669996 0000.. TERMINATION of this NOA will occur after the expiration date or if there has been a rewfortor change,tithe ;•••• materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of aWpd)duct, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 13-0514.10 and consists of pages 1 through 33. The submitted documentation was reviewed by Alex Tigera. MAMMADE COU NOA No.: 13-1217.01 � � Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 1 of 33 l Membrane Type: SBS/APP Deck Type 1: Wood,Non-Insulated Deck Description: 19/32" or greater plywood or wood plank. System Type E(1): Base sheet is mechanically attached to roof deck. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. Base Sheet: One ply of Elas base XtraFlex SBS Glass Base, Elastobase P or Polyanchor fastened to the deck as described below: Fastening#1: Attach base sheet using 11 ga. annular ring shank nails and 1-5/8"diameter tin caps spaced 8" o.c. in a 4"lap and 8"o.c. in three equally spaced staggered rows in the center of the sheet. Fastening#2: Attach base sheet using OMG#14 Roofgrip fasteners and Flat Bottom Metal Plates,Dekfast 414 with Dekfast Galvalume Steel Hex Plates,Polygrip Fasteners#14 with Polygrip Hex Plates or Trufast#14 HD Fasteners with Trufast 3"Metal Insulation Plates spaced 12"o.c. in a 4"lap and 12"o.c. in two equally spaced staggered rows in the center of the sheet. Ply Sheet: One or more plies of Elastoflex SAV(1.5-mm),Elastoflex SAV PLUS,XtraFlex SBS Base SA,Elastoflex SA V FR(1.5-mm)or Elastoflex SA V PLUS FR,self-adhered. .... . . .... ...... Membrane: One ply of Polyfresko G SBS SA,Polyfresko G SBS SA FR,Polyfittko G API;S"'* • Polyfresko G APP SA FR,Elastoflex SA P,Elastoflex SA P FR,XtTgfek SBS GSA'Polyf eY SrA P PolyKool,XtraFlex Kool APP S SA,Polyflex SA P FR or�1 Welk APP G 9A,77-1r=.. adhered. •• • . .... . ..... Or • One ply of Polyflex G,torch-applied. ' .. .. . .. ...... Surfacing: (Optional)Install one of the approved surfacing products listed in ifable 4 to oln"disired••••%• coating or required fire classification. • Maximum Design Pressure: -52.5 psf,(See General limitation#7.). NOA No.: 13-1217.01 Mwr�aoaDe couwnr Expiration Date: 10/11/17 Approval Date: 11/06!14 Page 26 of 33 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell 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" diameter circles,24" o.c.;or strip mopped 8"ribbons in three rows,one at each side lap 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 121bs./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. 0000 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachtnent•is based txn•amimmxtn•0 0 fastener resistance value in conjunction with the maximum design value listed within erspecific sy§tom-Should •• the fastener resistance be less than that required,as determined by the Building Officfdl,'$Mvised fMener "•"' spacing,prepared,signed and sealed by a Florida registered Professional Engineer,Reg'islered Architect,or :0 0 0 0: Registered Roof Consultant may be submitted. Said revised fastener spacing shall utrli*e the withelra ;1- •••• resistance value taken from Testing Application Standards TAS 105 and calculationsipcpapliancre0wi4i Roofipg;..• Application Standard RAS 117. ' .. .. . .. 0000.0 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requiremeatc4o6these areas. Fastener 0 densities shall be increased for both insulation and base sheet as calculated in c0mplianc10V tt► Roofrng••• Application Standard RAS 117. Calculations prepared, signed and sealed by a F14r1d;j0tCgistettd Professiop0L,0 Engineer, Registered Architect, or Registered Roof Consultant (When this limitati8A is'specifitallf:referz'ed within this NOA,General Limitation#9 will not be applicable.) 00 0 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field, perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e. perimeters,extended corners and corners). (When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE C�Muutiao�►oE couNrr NOA No.: 13-1217.01 Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 33 of 33 MiAM � MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mianddade.imWeconomv Polyglass USA Inc. 150 Lyon Drive Fernley,NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to 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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. . . 0000 0000.. .. 0000 DESCRIPTION: Polyglass Polystick Underlayments •.•..• •• ••••;• 000000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo• 43%tate and followinS"": statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein!••• •• ••• 06.00. 00 . 00000 RENEWAL of this NOA shall be considered after a renewal application has been filed arridth'eie has b'een'rfo change" . . 000 . in the applicable building code negatively affecting the performance of this product. 06 ...... TERMINATION of this NOA will occur after the expiration date or if there has been a rfyisforj or c4uge.Ln the ;•••• materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement ofar6'p&duct, 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 revises NOA#12-0713.02 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0717.08 MILAAMMMAD COUNTY= Expiration Date: 09/13/16 �® Approval Date: 01/22/15 Page 1 of 9 ROOFING COMPONENT APPROVAL Category Roofing Sub-Category: Underlayment Material: SBS,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 65'8"x 3'33/8" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick MTS Plus Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 65'8"x 3'33/8" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick IR-Xe Roll: ASTM D 1970 A fine granular/sand top surface self-adhering, Manufacturing Location 65' x 3'33/8" APP polymer modified,fiberglass teei orced, •• • #1 &#2 Or 65'x 3' bituminous sheet matCr��l�h use as,***• • 60 mils thick underlayment in sloped jqq assenitjgy .; • ••;• Designed as an ice&rairtshield. 0000.. 0000 0 0 Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt seWvAerinj•glass •0:0* (Surface Printing) 65'x 3'33/8" D 1970 fiber/polyester reinfora:"JterprVj ng• 00000 80 mils thick membrane.Designed4A zFlhetal robfiri�•and rod?**:* Manufacturing Location :00:0: 00:•• • #1 &#2 the underlayment. 00.0.0 0000.. Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt vrAe0rproofinpme rr brane,: •••: Manufacturing Location 32'10"x 3'33/8" D 1970 glass-fiber/polyester reinforced,wifta granular #2 130 mils thick surface designed for use as a tile roof underlayment. Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- Manufacturing Location 61'x 3'33/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane.Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- Manufacturing Location 61'x 3'33/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. MAMMADECOU NOA No.: 14-071 7.08 ...� � Expiration Date: 09!13!163/16 Approval Date: 01/22/15 Page 2 of 9 PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,polyester Manufacturing Location 65'8"x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as #2 60 mils thick a a roof tile underlayment. Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced,SBS modified bitumen 32' 10"x 3' 3-3/8" D6164 membrane with a burn off polyethylene or sanded back face and a granule top surface. For use in roof tile underlayment systems. MANUFACTURING PLANTS: l.Hazelton, PA 2.Winter Haven, FL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Trinity ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798&G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 •TSM/11 P33370.04.11 ASTM D 1623 �t� / 6/11 ••• • P36900.09.11 TAS 103/ASTM D4798&,�,l•5�, ••Q9/0�/11 ••••;• P37300.10.11 TAS 110/ASTM D4798&41970 1Q/19/11 . P40390. 08.12-1 TAS 103&TAS 110.... . 08/06/12 P40390.08.12-2 ASTM D 1623 ••••• :79M/12 ••••• P40390.10.12 ASTM D 1970 ••;••; ;•10/fl�/12 •• ••• P37590.07.13-1 ASTM D6164 ' 07702/13 P45270.05.14 TAS 103,TAS 110&AM% 05/12/14 `. D1623 •••�� P46520.10.14 ASTM D1623 •��•�; •�1Q/�3/14 ;••••; P44360.10.14 TAS 103&TAS 110 %0/07/14 P43290.10.14 ASTM D 1970&TAS 110 10/17/14 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798&G155 07/06/09 Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798&G155 04/01/08 RX14E8A TAS 103/ASTM D4798&G155 11/09/09 DX23D8B TAS 103/ASTM D4798&G155 02/18/10 DX231)8A TAS 103/ASTM D4798&G155 02/18/10 NOA No.: 14-0717.08 MIAMFDADEcouNTY Expiration Date: 09/13/16 1 Approval Date: 01/22/15 Page 3 of 9 INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(1) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid,6" o.c. at a minimum 4"head lap.(for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(2) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid,6" o.c. at a minimum 4"head lap. (for base sheet only) Membrane: Elastoflex S6 G,hot asphalt applied. Surfacing: See General Limitations Below. 0000 Deck Type 1: Wood,non-insulated • . . 0000 0000.. Deck Description: Min. 19/32"plywood or wood plank •• •••• • System Type E(3) Base sheet mechanically fastened deck, subsequent cap memb'rW self- Jdhefed. 0000.. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. .... 0000.. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid,6" o.c. at 0miorimum 4� head lap. (ford base sheet only) • 09 00 .. 0 00 00000. Ply Sheet: Polystick MTS Plus,self-adhered with minimum 3"horizontal 11pi pj minimum 6"vertical (Optional) laps. •••••• 0000.. Membrane: Polystick TU Plus,self-adhered. •0•• ; 0 •,• ;•••• Surfacing: See General Limitations Below. •• • MIAMaDADe couNTr NOA No.: 14-0717.08 • Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 4 of 9 t ' INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels,and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3-'h"and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley,start at the low point and work to the high point,rolling the membrane from the center outward in both directions. 5. For ridge applications,center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention to lap areas. 7. Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. • 2. Polystick MTS,Polystick MTS Plus,Polystick TU Plus,Polystick Tile Pro and Polyst'iek Dual Prptnly pe used •, in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,roof tiregs Stems and'Quarty slate"••• roof assemblies. Polystick TU P may be used in all the previous assemblies listed eAdpt metal roofin�. :....: Polystick IR-Xe maybe used in all the previous assemblies listed except metal roofing andfoof tia systems. :.... Polystick TU Max may be used in non-structural metal roofing and roof the systems..�V oflex�S¢G jnay be.•;..• used in roof the systems only. .. .. .. ...... 3. Deck requirements shall be in compliance with applicable building code. ' . . . . ...... 4. Polyglass Polystick membranes shall be applied to a smooth,clean and dry surface. The deck sha FN free of. . . ...... irregularities. .. 0 . ... 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing root membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations(days) MTS IR-Xe Elastollex TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus S6 G Winter Haven, 180 90 180 180 180 180 180 90 180 FL. Hazelton,PA. N/A 90 N/A 180 N/A N/A N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. MIAMI•DADE COUNTY= Expiration No.: 14-0717.08 ...� � Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 5 of 9 8. In roof tile application,data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance.Polystick TU Plus,Polystick Tile Pro,Polystick TU Max or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof the applications.Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9.Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9a. The maximum roof slope for use as roof the underlayment for(direct-to-deck)tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, Polystick TU Polystick MTS TU P,Tile Pro, Max Plus' Dual Pro Flat Tile Prohibited 4:12 No limitation No limitation. 5:12 without battens Profiled Tile Prohibited 4:12 No limitation No limitation 4:12 without battens The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. 'The following limitations shall be apply when using Polystick MTS Plus: • Slopes up to those shown in the table above will require stagging of tiles—two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope,for a total of 6 tiles. (See Figure 1 below) • . . . .... ...... • Battens shall be used for stagging of lugged tiles above 4:12 ' • Battens shall be used for stagging of flat tiles above 5:12 ...... .• .••••• J/Slope .,.. :.... .... . ..... .. ... . .. ...... • • • • •••••• Figure 1: Stagging Method 9b. There shall be no roof slope limitation for the Polystick MTS Plus/Polystick TU Plus two-ply underlayment system when a applied using the stagging method outlined above. NOA No.: 14-0717.08 MUaMaaaoe couNrr Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 6 of 9 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment.Refer to Polyglass'Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. Rooting Tiles (6 Max Per Stack C' 1 Z O_ � h O ✓qy C,O ti / k / I Pbof Reck Prepared»nth ' r % P00SnCK'CU Plus l 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS,Polystick MTS Plus,Polystick IR-Xe,Polystick TU Plus, Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick MTS,Polystick MTS Plus,Polystick IR-Xe, Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,Polystick MTS Plus, Polystick IR-Xe,Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G are not listed,a request may be made to the Authority Having Jurisdiction(AIS ol%e . ..... ...... Miami-Dade County Product Control Department for approval provided that approp4�t� ocumentU pion is •• provided to detail compatibility of the products,wind uplift resistance,and fire testi%rLesWjts. ••• ••••:• LABELING: 00#0 •••••• • ...... 1. All membranes or packaging shall bear the imprint or identifiable marking of the mant&g4Vges na"or.logo,cjV..• and state of manufacturing facility and the following statement: "Miami-Dade County.WbdAt Cortrdl.ApproveW.... or the Miami-Dade County Product Control Seal as shown below. ...... .' . . . . ...... MIAMMADECOUNTY •••••• •• • BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1.This Notice of Acceptance. 2.Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 14-0717.08 MIAMMADE COUNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 7 of 9 I POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type,applied with a minimum V metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions,at a minimum rate of 12"o.c. Polystick TU Plus should be back nailed in designated area marked"nail area,area para clavar"on the face of membrane,with the above stated nails and/or disks. The head lap membrane is to cover the area being back- nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric;and granule over granule end laps,shall have a 6"wide,uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement,applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments.Refer to the Polyglass Tile Loading Guidelines. See General Limitations#9 and#10. 6. Battens and/or Counter-battens,as required by the tile manufacturers NOA's,must be used on all projects for pitch/slopes of 7/12"or greater. It is suggested that on pitch/slopes in excess of 6 '/4"/12",precautions should be taken,such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48�Hours. ... 8. Polystick membranes may not be used in any exposed application such as crickets,exposed valleyspe"xposed...... roof to wall details. •• •••• • � ••• I 000000•• 9. Repair of Polystick membranes is to be accomplished b applyingPolyglass PolYP1 �Jimium VRModified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50$mium M9dified :• Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area in need of repai?,AAlowed b;a pallh of tha... Polystick material of like kind should be set and hand rolled in place over the area needi�rig•such rep.ir.4�atching•:•• membrane shall be a minimum of 6 inches in either direction. The repair should be in3taKed in such away so ••••;• that water will run parallel to or over the top of all laps of the patch. """ ' . . . . ...... 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polygk�s%�-4uires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand ollers are accepta4e for:• •: rolling of patches or small areas of the roof, Brooming may be used where slope prohibits rolling. •• • 11. All approved substrates should be dry,clean and properly prepared,before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request.It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800)8944563. NOA No.: 14-0717.08 WMIAMMADECOUNryp Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 8 of 9 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800)894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE Mwt�Noave CouNrr NOA No.: 14-0717.08 Expiration Date: 09/13/16 ._____]APPROVED Approval Date: 01/22/15 Page 9 of 9 ' 1 MIAMI-MADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(BNC) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadegnv/building/ Eagle Roofing Products LLC 1575 East C.R.470 Sumterville,FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County BNC-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County)reserve the right to 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. BNC reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Malibu Concrete Tile • . . .... ...... ...... .. ....% LABELING: Each unit shall bear a permanent label with the manufacturer's name orl�•pity,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 fild&4fld=here 4&.bden no ••'••• change in the applicable building code negatively affecting the performance of this prdduc't.' • :• 0000:0 ...... TERMINATION of this NOA will occur after the expiration date or if there has been a reyision orLttahge in the•••. 000 materials,use,and/or manufacture of the product or process.Misuse of this NOA as ad en$orsement-of.arty :•• product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failurete 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 renews NOA#06-0526.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.:11-0321.01 CMW*=aM*C0UNTy Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Cateeor : Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a system using Eagle Roofing Products Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Sumterville,FL.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 values 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 Test Product Annlicant Dimensions SAeCifications DMrintion Malibu Concrete Tile 1= 17" TAS 112 Low profile,interlocking,high pressure w= 12'1/2" extruded concrete roof tile equipped with '1/2"thick three nail hole and double roll ribs. For direct deck or battened nail-on,mortar or adhesive set applications. Trim Pieces I=varies TAS 112 Accessory trim,concrete roof pieces-for w=varies use at hips,rakes,-ridge:a;d valley••• •••• • varying thickness terminations. Manufdeturbd for M4Ige •. profile. ... .. ....•. •• •• • •• •••••• • • • • • •••••• •• • NOA No.:11-0321.01 MFAMMADE COMM Expiration Date: 10/05/16 " • • Approval Date: 05/12/11 Page 2 of 7 2.1 EVIDENCE SUBMITTED: Test Aeency Test Identifier Test Name/Regort Date PRI Construction Materials PRI06178 TAS 112 08/23/06 Technologies Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs.smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) Redland Technologies P063I-0I Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) Professional Service 224-47099 Physical Properties Sept. 1994 Industries,Inc. TAS 112 The Center for Applied 25-7094-1 Static Uplift Testing Of,..V% Engineering,Inc. TAS 102 • 000*60 (4"Headlap,Nails,Direct Ded%T1ed✓ 0•••.0 •' ConstructIon)❑ ••s••• s• • •••••• The Center for Applied 25-7094-7 Static Uplift Testing • Qct.•j994 :--a-: Engineering,Inc. TAS 102 •s•.•• (4""Headlap,Nails,Battea�•..• •• to ****a ' The Center for Applied 25-7094-4 Static Uplift Testing (5ct•11994 .... • Engineering,Inc. TAS 102 ••••• • • . • • oaf* (4"Headlap,Nails,Direct lick,, ;"•" Recover/Reroof) ... :•"• • • s The Center for Applied Project No. 307025 Wind Driven Rain Oct I04 Engineering,Inc. Test#MDC-76 TAS 100 The Center for Applied 25-7183-1 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws,Direct Deck) The Center for Applied 25-7183-2 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws,Battens) NOA No.:11-0321.01 MIA*IFDADE C uN7Y Expiration Date: 10/05/16 • ► Approval Date: 05/12/11 Page 3 of 7 The Center for Applied 25-7214-2 Static Uplift Testing March, 1995 Engineering,Inc. 25-7214-6 TAS 102 (1 Quik-Drive Screw,Direct Deck) (1 Quik-Drive Screw,Battens) Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 TAS 101 Dec. 1998 Walker Engineering,Inc. Evaluation Two Patty Adhesive Set System April 1999 Calculations Walker Engineering,Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering,Inc. Evaluation 25-7094 February Calculations 1996 Walker Engineering,Inc. Evaluation 25-7496 April 1996 Calculations Walker Engineering,Inc. Evaluation 25-7584 December Calculations 25-7804b-8 1996 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Calculations Aerodynamic Multiplier Sep.2006 Walker Engineering,Inc. Calculations Restoring Moment Due to Gravity Sep.2006 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required refer to applicable building code. • 3.3 Applicant shall retain the services of a Miami-Dade County Certified La3watoa+to pesfom • quarterly test in accordance with TAS 112,appendix`A'. Such testing sha&lie submitted to: •••••• the Building Code Compliance Office for review. •••••• :....: 3.4 Minimum underlayment shall be in compliance with the applicable Roofwk'Applicaticas Standards listed section 4.1 herein. .o 3.5 30/90 hot mopped underlayment applications may be installed arendicq•1#i•190 the roof S 1A� ..• ... • .••••• unless stated otherwise by the underlayment material manufacturers publipk4jiterature. . • 3.6 This acceptance is for wood deck applications. Minimum deck requirementsshall bei00000 •••• • compliance with applicable building code. 0 • .. . :0: • 09 0 NOA No.:11-0321.01 MMM CWMAMK)22:*M' MECOUNTY Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 4 of 7 . x 4. INSTALLATION 4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 1 l9 and RAS 120, 4.2 Data For Attachment Calculations Table 1: Average Weight(W)and Dimensions (I x w) Tile Profile Weight-W(Ibf) Length-1(ft) Width w(ft) Malibu Tile 9.5 1.417 1.04 Table 2: Aeradynamic Multipliers -X I ft Tile x(ft ) (ft ) Profile Batten Application Direct Deck Application Malibu Tile 0.305 0.282 Table 3: Restoring Moments due to Gravi -M ft-lb Tile 3"•12" 4"A2" 5"•12 6"•12" 7"•12"or Profile greater Malibu Tile Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck I Deck. I Deck Deck 6.30 16.65 6.21 6.54 6.08 1 6.41 5.93 6.25 5.77 1 6.08 Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-Ibf) • * for Nail-On Systems see••• ••'• Tile Fastener Type Direct Deck Direct Dec*.. Battens •••• • Profile (min 16132" (min. 19132?;•:• ' plywood) plywood).••'' :...:. • .... . ..... Malibu Tile 2-10d Ring Shank Nails 27.8 37.4 8! • 1-10d Smooth or Screw 8.8 11.8 4.1. Shank Nail ' 2-10d Smooth or Screw 16.4 21.9 "' Shank Nails 1 #8 Screw 25.8 25.8 22.9 2#8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails fEave Clip) 2-10d Ring Shank Nails 43.0 67.5 50.9 1 Installation with a 4"tile headlap and fasterners are located a min.of 2%"from head of file. NOA No.:11-0321.01 CMtMAFIK="EQOWUN Expiration Date:10/05/16 Approvals Date: 05/12/11 Page 5 of 7 Table 5: Attachment Resistance Expressed as a Moment Mf(ft4bf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Malibu Tile Adhesive 26.1 2 See manufactures component a roval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc.Average weight per pagy 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-ibf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Malibu Tile Polyfoarn Poi ProTm 86.61 Pol foam Poi ProTm 45.5 4 La dy placement of 54 rams of Poi Pro"A. 4 Medium paddy placement of 24 rams of Po Prom. Table 7: Attachment Resistance Expressed as a Moment-Mf(ft4bf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Malibu Tile Mortar Set 20.60 . . 0000 0000.. 5. LABELING0. : •• •• •• All tiles shall bear the imprint or identifiable marking of the manufacturef:9 t►•aMe or log6 (See :..•.: Detail Below),or following statement: "Miami-Dade County Product Con0tA`pproveal.•9:9 • 999 9 0000. 00.90. 99 . 99909 000 999990 � • a 0000.. 000.0• EAG, L F LORIDA MALIBU CONCRETE ROOF TILE LABEL,SUMTERVILLE.PLANT (LOCATED ON UNDERSIDE OF TILE) NOA No.:11-0321.01 MIAMICOUNTY Expiration Date: 10/05/16 • Approval Date: 05/12/11 Page 6 of 7 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING NAIL lie Il . 0000 {�}� j�{ 0000 0000•• •0.90• •• 0 •0900• 0"069• ' ••0.0• 0000 • • • • • • •••0•• • • . •900•• •• • 000.90 066900 • • 0• •••9 • 9••0•• 8 000000 MALIBU CONCRETROOF TILE •• 98 ••• E • END OF THIS ACCEPTANCE NOA No.:11-0321.01 =HIAMI-@��NECOUWff Expiration Date: 10/05/16 Approval Date: 05/12111 Page 7 of 7 i M1A1++lb MIAMI-DADE COUNTY z PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy. 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN. 55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to 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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3MTM 2-Component Foam Roof Tile Adhesive AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. • . . .... ...... RENEWAL of this NOA shall be considered after a renewal application has been filed at►d there has•bean no changd* 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 bei 4a ipvisior;ow-orange in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endariwment Qt any produpo sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply vgit&an� sectioDAf. this NOA shall be cause for termination and removal of NOA. "•••• . ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County-Florlia, and followed by.09 expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,theV.A+all be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 13-0502.02 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0805.01 MIAMH:RADE COUNTY Expiration Date: 05/10/17 mf Approval Date: 09/04/14 Page 1 of 11 f ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3M`rm 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in this Notice of Acceptance. For the locations where the design pressure requirements,as determined by applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,low,and high profile roof the systems using 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF1000 ProPack®30& 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. sees . 0 sees 0600.. MANUFACTURING LOCATION: e ' . sees • 0 . 0 'e .... 60 000 000 ..e . 1. Tomball,TX. • sees.. 6 sees ..0... PHYSICAL PROPERTIES: 000000 sees.0 e e••• sees.. ... . sees. . Proper Test RY ult� . .. s e s 6:6 Density ASTM D 1622 1.6 lbs./ft.' :06:0: 6 00 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 0 e 12 PSI Perpendicular tofisg• 0 000 ;0.60; Tensile Strength ASTM D 1623 28 PSI Parallel to rise . ; Water Absorption ASTM D 2127 0.08 Lbs./Fe Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks +6.0%Volume Change @158T, 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 14-0805.01 MIAMFDADE COUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 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 02/01/94 Polymers Division Ramtech Laboratories,Inc_ 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 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 520109-3 410 520109-6 •••• •••••• 520109-7 '•'• • 520191-1 TAS 101 •••�•• '63/(f2/99 ""•• •11.11 l 520109-2-1 0 ••i••• i • •ilii• ill! • •Illi LIMITATIONS: 0 0 l ••••• 11 li i 11 ...... 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Asmxblyfor fire rating. l• 2. 3M' 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flab low,-&hi+t&jorofilee 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RIS 12Q!, :•: i s 4. Roof Tile manufactures acquiring acceptance for the use of 3AC 2-Component Foam Roof Tile Adhesive AH- 160 roof the adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 14-0805.01 QM1 D QE COUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 3 of 11 INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 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). 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or ProPack®30& 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. 6666 6666 6666.. 6666.. 6666.. .60000 6666 . •666• ..0060 00 . 00000 .. .. 0 00 0090:0 •6666• 00 . 6666.. .0 . 6666.. . .. . . ... . . NOA No.: 14-0805.01 MAMI•DADE COUNTY Expiration Date: 05/10/17 K.ULEWAL= Approval Date: 09/04/14 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq. inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiably majking of� � •• • manufacturer's name or logo and following statement: "Miami-Dade County Product ConttW e4poroved".pr.the Miami-.• Dade County Product Control Seal as shown below. 0 ......• .*.:.. .. . MIAMbDADE COUNTY •••••• BUILDING PERMIT REQUIREMENTS: •• •• •• •••••• As required by the Building Official or applicable building code in order to properly evalu*e theVnstallation of this..,;, system. • • NOA No.: 14-0805.01 MIAMI-DAD;COUNTY Expiration Date: 05/10/17 1 Approval Date: 09/04/14 Page 5 of 11 ADHESIVE PLACEMENT DETAIL# 1 Paddyi aMit ') Flat/Low Profile Tile i r�u1►�d�, - �, 1. Starting at the cave course,apply a minimum 2" $� (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the Overlock of the file being set. {.mrs+ = < ;* 2. Continue in same manner. Insure approximately 17 (109.7 cm2)—23 (148.4 cm)square inch adhesive ¢' contact with the underside of the tile. c` E�Clue•eat v„�„ �``'� °''�``� Nail tfirough Asc csrnsw Medium Profile/ Double Pan Tile (wixt�rs�ir+rsi? _. y Moaa•�,TAPI 1. Starting at the cave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the � ._ Overlock of the tile being set. • 211LwI •" r y' • • 0000 0000•• 3 � " � 2. Continue in same manner.Insure aWox imately 17 3 i (109.7 cm2)—23 (148!*;mi)square inoh adhesio• contact with the und2i'Sideaf the tile' 0 0 0 0• 0000 • • • • • • 0000•• �'"- r,r° ,� 0000 • 0000• ."' � ,Essr•tli•suFt • • r � �`� 0000•• •• • 000 000• • • • • • a • 0000•• • • • • • • 0000•• 0000•• Kna t l.oic got p v. High Profile/Single Pah Tile. • :....: ii 6 R•ddx i�•n••eht®1` •• • • ••• • • • 1 • • 1. Starting at the cave course apply a minimum 2 O•y, ,x g PP Y (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown o. under the pan portion of the tile closest to the v ,_ ,, Overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 Ab (109.7 cm )—23 (148.4 em )square inch adhesive contact with the underside of the tile. iF l rt Course'-', a 191t ". lin. �� Taws sitswe A's ffJ?ap NOA No.:14-0805.01 JAPPROVEDI Mi'at�Norwe couHr�r Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 ��pt sic c«m.ne i�. r 1 ! Flat/Low Profile Tile c`wlreet P + ed,`i, �'*i "'•"` - ` 1. Starting at the eave course,apply a minimum 2"(50.8 :.. mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy } 3 onto the underlayment positioned as shown under the Y strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17(109.7 cm2) —23 (148.4 cm2)square inch adhesive contact with the underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the Overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2)- 12(77.4 cm)square inch adhesive contact with the underside of the tile. Naiiftwu.pusoitcmcnt Medium Profile/Double Pan Tile _._-ftddViri"*ad%lilt) 1. Starting at the eave course,fly a mihtftm 2"MA:• mm)x 10"(254 mm)x l"CC 5.4 mm)t'oam paddy �` - - ` • onto the underlayment p9ift,fted as A;riT unde> the .. pan portion of the tile closest to the gverlgck of toi!•••; the being set. Insure appio ately 1Zf(f g.7 em:)---. ry 2 in, 23 (148.4 cm2)square inehsive Font2tcit withtfie�• underside of the tile. 2. At the second course,apply a mmimi�rit? {50.8rpm) x 7"(177.8 mm)x 1"(25,A ?ntt)foanipaddy ontb"th8•; underlayment positioned as shown under tle pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2)- 14(90.3 cm)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 14-0805.01 MIAMI•DADE COUNTY Expiration Date: 05/10/17 ,..., , Approval Date: 09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) 46muqh tet. _, High Profile/Single Pan Tile 1. Starting at the eave course,apply a minimum 2"(50.8 a mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the h pan portion of the tile closest to the overlock of the the being set. Insure approximately 17(109.7 cm2)- 2In. s 23 (148.4 cm2)square inch adhesive contact with the ,� •� -w,q f1�-�� underside of the tile. 000 2. At the second course apply a minimum 2"(50.8mm) " EW"C— r �s Fascia x 7,>(177.8 mm)x 1 (25.4 mm)foam paddy onto the . �. underlayment positioned as shown under the pan portion of the tile closest to the overlock of the the being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2)- 19(122.6 cm2)square inch adhesive contact with the underside of the tile. . . .... ...... ...... .. . ...... *see • .... . ..... ...... .. . ..... .. .. . .. ...... ...... . . . . •....• .. NOA No.: 14-0805.01 M�AMFDWDE CouNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 8 of 11 � J ADHESI DETAIL# VE PLACEMENT E 3 1 dwomp ptastic cement tbetween tam #wi*nrega[v 1 I $ 1. On the eave course only,apply a minimum 2" (50.8 0 mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy i onto the underlayment positioned as shown,under «v, the strengthening rib for flat tile or under the pan w ar tater portion of the tile for low or high profile tile closest sxain. to the overlock of the tile being set. Leave ` NEapproximately 4" (101.6 mm)up from the eave Singiepaddy edge free of foam to prevent the expanded adhesive t 2x41. from blocking the weep holes. Insure T approximately 17-23 int(109.7-148.4 cm)of adhesive contact with the underside of the the 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below F at/LowPrc eaiie the second course line positioned foam paddy under the strengthening rib for flat tile,or under the l thro gh p+a c aenremSinoepadftunder Me pan portion of the tile,closest to the underlock for the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm2)of adhesive Battens "( ) contact with the underside of the tile. • • (Instructions continued on meltbage)onwpd .... .' ,��,�,� � � •••�•• •• • 0000•• + p4� X4in'. sw •0009• • • • •0000• towndena 0000 • • • • 9 • •00.10*� •99• • 0000• o®n. in 99.9•• •• • 99••• •• •• • •• 0000•• • Eave t7cdure :90:0: a • Cine Course • • • • •9.9:0 Fascia. 000.0•0 Nledlum ProflleTlle 00 ' •' 0 0 0 ' ' Mu►r�F�e couNrr NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) flim PL-fic 5inoe eidertiie lbetween3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x 3/a" ti (19 mm)paddy on top of the eave course tile mens Paddylti�E surface as shown,on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. on ;* Install second course of tile. Insure approximately x : . 9(58.1 cm2)- 11 (71cm2)square inch adhesive 2x4in contact with the underside of the the at the overlap OR and 7(45.2 cm2)-9(58.1 cm2)square inch *tip adhesive contact with the underside of the tile at i se - ' the head of the tile. Continue in same manner. Eave -y, Fasda tOin a Im Drip edge Hl9h Pro81eTlW 0000.. 0000 0000.. 0000.... 0000.... 6... . 6 . ..6.6. 0000.. . 0000... ...0006. 000 . 69.06 .. .. 6 66 666... 00 0000.... 0000.... 6 . :* fee:. 0000.... 0000 M1AMwADe couriT�r NOA No.: 14-0805.01 AP OV Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" in place enough adhesive to achieve 63 to 70 sq in. steep required) red) atians 50.8 mm x 10"/254 mm x 1" 25.4 mm foam in contact with the pan tile, (whin required) ( ) l ) ( ) 2)Tum covers upside down.Piece adhesive in paddy onto the underlayment positioned as to t in.from outside edge of cam tae. shown under two adjacent pan tiles. Support eave Then install the tae.Ensure 20 to 28sq.imcontactarea. r tiles from rocking until adhesive has a chance to Underlayment r` y ' f cure. r` s t 2. Continue in same manner bringing two pan courses up toward the edge. Insure approximately 65 (419.4 cm2)—70(451.6 cm)square inch adhesive contact with the underside - � sheathing of the pan tile. Eave closure (motor show) 3. Turn covers upside down exposing the underside tae Fascia Board of the tile. Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Remove top portion of the save coursecover tile.Abut to second course of edge of each side of the cover tile. Leave pan tiles.Ensure eave end of pan and cover tiles are flush at eave line. approximately 3/4' (19 mm)to 1»(25.4 mm) Two Piece Barren-High Profile Tile from the outside edge of the tile,jaVard,free of foam to allow forion. • . . 4. Turn cover tile over-4erfoamis4pp ied arid•• • place onto pan tile tt'lytiMSe. Insure a'minimu:4 a. 20(129 cm2)-25 (.1.6'r 3.cm2)squmeoinch ' ... ..... contact area on eac ;C4.of the*.jovgr tile tq It%.• pan tile. Continue Yi%q*man=let.Pim aw4y.99 any cured exposedofoam adhesive.ePointing of e longitudinal edges of tTie coverqjW,*ge *too:* considered option. .% . i a...i * a 5. When additional nailing is required,2"(50.8 mm,)x 4"(101.6 mm)mailers Or the tie wire system using galvanized,stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 14-0805.01 MLAMMADE COUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 11 of 11