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RF-15-2829 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-247410 PermitNumber: RF-11-15-2829 Scheduled Inspection Date: December 23,2015 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: , Work Classification: Tile/Flat Job Address:149 NE 105 Street Miami Shores,FL 33138-2032 Phone Number (786)231-5339 Parcel Number 1121360050130 Project: <NONE> Contractor: AGUIRRE'S ROOFING INC Phone: (786)231-5339 Building Department Comments RE ROOF COLOR THRU TILE DARK CHARCOAL AND Infractio Passed Comments FLAT ROOF INSPECTOR COMMENTS False pector Comments Passed EJ � /�-� Failed Correction ❑ l� Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 December 22,2015 Page 20 of 59 a 0 0 ar - 7066 SW 40 Street Miami, FL 33155 Tel:786-398-9179 Fax 786-800-2627 a1 roonnsoectionV-9mail.com LAB CERTIFICATION #10-0512-01 SITE SPECIFIC INFORMATION UPLIFT TEST—TAS #106 . 9 Roofing Contractor AGUIRRE'S ROOFING,INC. Permit# RF-11-15-2829 Job Address 149 NE 105 ST MIAMI SHORES,FL.33138. Owner's Name ZURDDO CORP. Type of Tile BORAL Date Installed Approximate Roof Height 12' 'feet Roof Pitch 3/12 Type of Access to Roof LADDER Approximate Square Footage of Roof 21.0 fta Required Testing Force 35 Lbs Date Tested 12118/15 Number of Tests 52 Testing Equipment F.G.E.100 Contact Name IVAN AGUIRRE Phone# 3/528-1476 LOCATION #OF TEST PASS #OF TEST FAIL Corner 8 Tests 8 Pass Test o Fail Perimeter 10 Tests 10 Pass Test U Fait Field 23 Tests 23 Pass Test 0 Fail Ridge 11 Tests 11 Pass Test 0 Fail TOTAL 52 Tests 52 Pass Test 0 Fail IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 108,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST.THIS TAS 108 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTRY,WITH NO DEVIATIONS.1141S REPORT IS NOT GUARANTEED IN CASE OF CASE OF NATURAL DISASlE1i5.THIS REPORT IT 5 NOT VALID FtiR'Mb" Lam. ,AI y Y 7 YEN1f IYVA P>; 9" X • A-1 Engineerin Inspection Services, Inc 7066 SW 44 Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 al roofinspectionkgmail.com LAB CERTIFICATION# 14-1215.04 12/18/15 PERMIT.#RF-11-15-2829 149 NE 105 ST MIAMI SHORES,FL.33138. T T T T T T T TT T T T T T T T T T T T T T T T T T T T T T T T T T T T T T 7066 SW 40 Street Miami,FL 33155 Tel:786-398-9179 Fax:786-800-2627 Miami Shores Village CMVED �a Building Department NOV 06 2015 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 JBY: -J Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20/,A/ BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC D<ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL E]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP tt LL CONTRACTOR DRAWINGS JOB ADDRESS: 1 T � N � l O s ST- City: Miami Shores County: Miami Dade Zip 3'3 Folio/Parcel#:_ - Z )3 G —0 0S, — 0 13 0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder) Z u rJ J 0 C®r6 o roc'0!0 Phone#: Address: ]2q2-1 SO U4� Ca loses 1)r v e- City: 1-41 a PK i State: PL Zip; 33 I �(� Tenant/Lessee Name: Phone#: Email: //�� CONTRACTOR:Company Name:_ A g U 1 Ira-s eo o,4-tz g 27Gj C Phone#: S G -z31-S33 Address:_//19 ?-Q 0 1 so -,> I S �",�Y City: a-0 h',�S 4e-A-1 State: 3 00 O Qualifier Name:_1 c/G h ti/ !TUwe- Phone#:_256S-S2-9-114:a (_ State Certification or Registration#: CGG /3 2 S 'Z� Z Certificate of Competency M DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 000 . 0-0 Square/Linear Footage of Work: 2q 2 1 Type of Work: ❑ Addition ❑ Alteration []-N�ew [ Repair/Replace ❑ Demolition Description of Work: R E S O F n le 71 0¢GL; O p t Die a .., 4 rtei4 Speciolor of color thru tile. Submittal Fee$ Permit Fee$ c CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ i Tec nology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond _ $ l TOTAL FEE NOW DUE$ 293, 43 (co..c�oan�fle hn9 e t 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 occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature- 5::� Signature OWNER or AGENT Awasack R The foregoing instrument was acknowledged before me this The foregoing instrumenwledged before me this '2 5 day of 0 CA J6e✓ 20 If ,• by Zg day of U ��� 20 �� by �3GUl4s .Z�zs,�v►�Q�-�v who is personally known to �e-a1 4 g u%h-c 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 PUBLIC: NOTARY PUBLIC: Sign:g 4 Sign: Print: Cts-tCet!c, s� Git�tC� Print: G a s e <la k.oj doy PUB` Seal: : ° MARICELn CASTELLANOS Seal: MY COMMISSION#FF166063YPu�`L�Y ELA%CA% Q EXPIRES:October 06,2018 oPc�op� MMISSION#FF166063 RES:October 06,2018 �'k*°k�'���Mffi�ksk�k�k�k�ksk�k�k�k�lc>K�kNnk�k�k�kik+IerkNe eksB�k �k�k�k�k�k�k�k�kKt�k�k&�k+k�k�k�k�k*ffi&�k�k�k�k�h�k�k+k�k�k�k�k�k�k�K�k�k�k�k�k�k�k�k�k�k�k�k�k�k�k�k�k�k�k�k�kik�k�k�k�k�k�k�k�k�k+k�ie�k APPROVED BY Plans Examiner Zoning Structural Review Clerk ID—A-4m)/)n Hm A 9STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY" W 1940 NORTH MONROE STREET LICENSING BOARD (850) 487-1395 TALLAHASSEE FL 32399-0783 AGUIRRE, IVAN M AGUIRRE'S ROOFING INC 18700 SW 295 TER HOMESTEAD FL 33030 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, DEPART and they keep Florida's economy strong. Y BUSINESS AND PROF :GULATION Every day we work to improve the way we do business in order to 07J13/2014 CCC132R282 serve you better. For information about our services,please log onto www.myfloridalicense.com. There you can find more information CERTIFIED ,, about our divisions and the regulations that Impact you,subscribe RRE, 1�. to department newsletters and learn more about the Department's AG.UI1 initiatives. g AGUIRRE'S Our mission at the Department is: license Efficiently,Regulate Fairly. ',_ k'" ... .r.»• We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, is CERTtFrsa under the provisions of Ch.489 FS. and congratulations on your new license! ezpWian'date AUG31.2016 1.140713t>001958 DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF•FLOA]DA DEPARTI�AfNT OF BU$IItiISS AND PROFESSIONAL REGULATION CONSTRUCT-IW.INDUSTRY LICENSING BOARD � �• . .. + 1•rev •"� C.CG1329282 The:ROOFING CONTRACTOR w. Named Oelow IS CERTIFIED Underthe-provisions of Chapter 489 FS. . Expiration date.. AUG 31, 2016 Z. AG.UtRRE'S-R�1F�. 1.8701 5111125 -.._.._ t���. •, ., ` e M1 b. 004235 = RS -TWS 19 NOTA-8U .— W NOT RAY 837�i1S1> 1 4M GON MW AG Ff%4W 91 FV 3 $T � Must be dit. .'.ed At pta o busyness H1H FL 33A l`2 1?ursydnt to Goutaty.Code. Ciaptbr;SA-Art:9`$t ib OWNGA SEC.TYPE OF St-M, (V y AGUii 1100FING INC 196 SPE MALTY F1 ltt l if ONTRACTOR PAYMENT,TWCEIV[ P. CCC13292k 13Y TAX COLLECTOR AV s) 1 $45.00 09/28/2015 CREDITCARD-15-050388 Thts34` l$usiness.'f� eceipt on l cogfinns paym=e�f,#a1ocs1 Business Tax.The Receipt-is not a Ih ease, p certiflcd#ib►0thehold i�elificatio oto ift iitb pas. HolderfitustC9.tnply.witfr•anygovetttmental n� montaF gAbtory lamsW'i quireme >i ohap i`,to the busliiess. T1te& N0.aboy"ust be d d on all coMmerciai vtt6 tiles—Miaraf-Dade CodeSec;8a-276. For a0f.W*t1dhnation,visftVD w.miamidade.ggv/taxcellec"tor Ac:c"rr"r CERTIFICATE 4F LIABILITY INSURANCEDA*M1MWD ) 12/1412015 THIS CERTIFICATE IS 1600EIi ASA MW#R or INFORMATI64`ONLY AND CONFERS NO PJ014TS 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 CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder Is an ADDITIONAL INSURED,the pollcy(les)must be endorsed. it SUBROGATION 15 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 Ileu of such endorsement(s). PRODUCER E; LUIS DE LA LLERA DELTA INSURANCE UNDERWRITERS,INC. 305-269-1107 C No: 305-269-1108 777 N.W.7AVENUE,SUITE 3133 DELTAINSUNDOAOL.COM MIAMI,FLORIDA 33126 INSURER(BI AFFORDING COVERAGE MAIC* INSURER A: ENDURANCE AMERICAN SPECIALTY INS.,CO. 41718 INSURED INSURER B: AGUIRRE'S ROOFING,INC. INSURERC:. 18700 SW 295th TERRACE INSURER D: HOMESTEAD,FLORIDA 33030 INSURER E: INSURER F. COVERAM CERTIFICATE NUMBER. REVISION NUMBER: THIS IS TO CERTWTHATTI-19POLICIES OF INSURANCE LISTED BELOWTHUM BEEN ISSUEDTO THE INSURE NAM ABOVE FOR THE POLICYPERIOD INDICATED, NOTW)THSTANDINGANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONSAND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. L R TYPE OF INSURANCE INSR WVDIPOLICY NUMSER MW Y LIMITS GENERAL LIABILITY 1,000,000. EACH OCCURRENCE $ COMQd1ERCIALGENERAL lW91UTY ASCgC rlTT1111uTEU"""r 100,000. PREMISES Es o�rrrw=) $ CLAIMS-MADE ®OCCUR MED EXP(Any one person) $ 51000. A CBC10000728704 12/1412015 12/14/2016 PERSONAL&ADV INJURY $ 1,000,000. GENERAL AGGREGATE $ 2,000,000. GEN'LAGGREGATE LIMITAPPLIESPER; PRODUCTS-COMPIOPAGG $ 1,000,000. POLICY F1 P LOC Deductible per Claim $ 2,500. AUTOMOBILE LIABILITY a accident $ ANY AUTO BODILY INJURY(Per penton) $ AUL OWNED SCHE TOSS AUTOSU D BODILY INJURY(Per seeldent) $ HIRED AUTOS AUTOS D er accl nt $ $ UMBRELLA UAB OCCUR EACH OCCURRENCE $ CCESB UAB CLAIM5-MADE AGGRCGATE $ DEO1 RETENTION$ $ WORKCRSCOMPENSAMON AND EMPLOYERS'LIABILITY YIN MIT ANY PROPRIETORIPARTNF-RIEXECUTIVE OFFICER/KWER EXCLUDED? NIA E.L.EACH ACCIDENT $ (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S Ifyyos dasaftunder DESdRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD'1Di,Additional Remarks Schedule,If nmre space is required) ROOFING CONTRACTOR LICENSE NUMBER CCC1329282. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE VILLAGE OF MIAMI SHORES/BUILDING DEPT. THE EXPIRATION DATE THEREOF,NOTICE 1MLL BE DELIVERED IN 10050 NE 2nd AVENUE ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES,FL 33138 AUTHORIZED REPRESENTATIVE PH 305 795 2204 FAX $05 7568972 LUIS DE LA LLERA Q ACORD 20(2010!06) Q 1988-2010 AOORO CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD i CERTIFICATE 4F LIABILITY INSURANCE DATI° 14/20YYYY) 12//t4/2015 THIS CERTIFICATE IS ISSUEiiAS A NUk R OF`lNFORMATICitd`ONLIf AND CONFERS NO RIG GTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE HOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT. If the certificate holder is an ADDFMONAL INSURED,the policy(les)must be endorsed. If SUBROGATION iS W-A-WED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the cortificate holder In lieu of such endorsement(s). PRODUCE=R LUIS DE LA LLERA DELTA INSURANCE UNDERWRITERS,INC. I Wxat.. 305-269.1107 p) No: 305-269-1108 777 N.W.7AVENUE,SUITE 3133 SS; DELTAINSUND@AOL.COM MIAMI,FLORIDA 33126 INSURERS AFFORDING COVERAGE NAIC# INSURERA: ENDURANCE AMERICAN SPECIALTY INS.,CO. 41718 INSURED INSURER E3: AGUIRRE'$ROOFING,INC. INSURER C.. 18700 SW 295th TERRACE INSURER 0: HOMESTEAD,FLORIDA 33030 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUM SER: T I ERTIFY HA THE POLICIES OF I .NCE LISTED BELOW BEEN ISSUED O THE INSURED N ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING 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 DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONSAND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. -Pumy err. SRR TYPE OF INSURANCE INSR WVQ I POLICY NUMBERM LIMITS GENERAL LIABILITY EACH OCCURRENCE ffi 1,000,000. COMMERCIAL GENERAL LIABILITY PREMISES Ea occum a e $ 100.000. CLAIMS-MADE 91 OCCUR MED EXR Mon*person) $ 51000, A CBC10000728704 12/1412015 12/1412016 pERSONAL&ADVINJuRY $ 1,000,000. CO . QENERALAGGREGATE $ 2,000,000. GEN'LAGGREGATEUMITAPPLIESPER; PROAUGTS-GOMP/OPAGfl $ 1,000,000, POLICY PF1LOC Deductible per Claim $ 2,500. AUTOMOBILE LIABILITY Ea accidom S �, ANYAU710 BODILY INJURY(Per person) $-� ALL AUTOS ED SCHEDULED BODILY INJURY(Per eecldont) $ HIRED AUTOS NON-OWNED $ AUTOS or aeci t UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ COMPENSATIONWORKERS AND EMPLOYERS'LIABILITY YIN L E — ANY PROPRIETORIPARTNERIEXECUTIVE OFFICEWMEMBER EXCLUDED? NIA E.L.EACH ACCIDENT $ (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ l(yy88 IPTION OF O E.L.DISEASE-POLICY LIMIT $ er AESGIRlPTIQN OF OPERATIONS below DESCRIPTION OF OPERATIONS/LOCATIONS t VEHICLE S(Attach ACORD 1.01,Additional Remarks Schedule,If more apace Is required) ROOFING CONTRACTOR LICENSE NUMBER CCC1329282. CERTIFICATE 14OLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE VILLAGE OF MIAMI SHORES/BUILDING DEPT THE EXPIRATION DATE THEREOF,NOTICE?WILL BE DELIVERED IN 10050 NE 2nd AVENUE ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES,FL 33138 AUTHORIZED REPRESENTATIVE PH 305 795 2204 FAX $08 7668972 LUIS DE LA LLERA ACORD 20(2090105) Q 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD I, FrankCrum 10/28/2015 11:26 Page2/2 1 CERTIFICATE OF LIABILITY INSURANCE D'LTEPnUM ' 10/28/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO 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 CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder H an ADDITIONAL INSURED,the poky(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain polities may require an endorsement.A statement on this certificate does nat confer rights to the certificate holder In Ileu of such endoraement(s). PRODUCER CONTACT NAME: PHONE AIC No EA: 1-800-277-1620 x4890 FAX WC,N.): 2 797-0704 FrankCruln Insurance Agency,Inc. E-MAIL ADDRESS: 100 South Ussourl Avenue INSURER AFFORDING COVERAGE Naca Clearwater FL 33756 INSURERA, Frank Winston Crum Insurance Co. 11600 INSURED INSURERS: INSURER C: FrankCrum L/C/F Aguirre's Roofing.Inc. INSURER D: 100 South Missouri Avenue INSURER E: Clearwater.FL 33756 INSURERF: COVERAGES CERTIFICATE NUMBER: 326860 REVISION NUMBER. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW NAVE BEEN ISSUED TO THE INSURED NAME ABOVE FOR THE POLICY PERIOD INDICATED. NOTWRHSTANOING 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 DESCRIBED HEREIN 18 SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LOWTS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTRR TYPE OF INSURANCE POLICY p POLICY NUMBER POD FFP POLICYE GENERAL I.IABII.ITY umne EACH OCCURRENCE b COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ CLAIMS-MADE =OCCLIR MEOEXP(AM—P�) S PERSONAL B ADV INJURY $ GENERA.AGGREGATE $ GENL AGGREGATE LIMB APPLES PER PRODUCTS-COMP/OP AGO $ POLICY PRO.IECT LOC AUTONOaILE YAEWIY SA16tF LIMB & ANY AUTO ALL OYMNED Br1iEDL%M BODILY INJURY w wsun S AUTOS AliT08 WMILYINJURY etbdm0 S FMEDAUTOS NON-0NRIED ERTY OPAWSiE g AUTOS s UMBRELLA e LIAa OCCUR EACHOCURRENCI_ G CESS LIAR � DED I I RIFTMTiONI AGGREGATE i WORKERS yEm- ABiuTAnON/um WC201600000 01/01/2015 01/01!2018 X —STATUTORY STH- A EMPLOYERS'TOMPAR YIN ANY PROPPoETORIPARTNEFiE7ECIJTNE OFFICEPAWERBER ExCLLME07 N/A E.L.EACH ACCIDENT @I�dd.y in NMI 040 040 Hyp.desa3e under DESCRIPTION OF OPERATIONS below El.OMEASEFA EMPLOYEE C pp0 pp0 E.L DISEASE-POLICY LIMO SIAMMO DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES(Attach ACORD 101,AddWercel Remerka,Schedule,ff mare apeq is reCrylred) Effective 10/22/2012,coverage Is for 100%of the employees of FrankCrum leased to Agulre's Roofing,Inc.(Client)for whom the dlent Is reporting hours to FrankCrum.Coverage Is not extended to statutory employees (Client references Roofing Contractor License Number.CCC1329282). CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Village of Miami Shares/Building Dept. AUTHORIZED REPRFaENTAMVE 2nd Avenue Miami Miami Shares,FL 33138 � O 1988-2018 ACORD CORPORATION.All rights reserved. ACORN 26(=G10/03) The ACORN name and logo are registered marks of ACORN From:IVAN AGUIRRE Fax:+1 (786)231-5331 To: Fax: +1 (305)756-8972 Page 2 of 2 12/09/2015 3:16 PM Report Viewer Page I of1 JEFFATwATER GiIEFFINANCIALOFFICGR STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION *CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKER$'COMPENSATION LAW" CONSTRUCTION INDUSTRY EXEMPTION This catlfryss that the Individual listed below has alocted to be exempt from Florida Workers'Compensation law, EFFECTIVE DATE: 1 112 712 01 5 EXPIRATION DATE: 11/2612017 PERSON: AGUIRRE IVAN M FEIN: 270837U42 BUSINESS NAME AND ADDRESS: AGUIRRE'S ROOFING INC 1 18700 SW 2US'rER HOMESTEAD FL SCOPES OF BUSINESS OR TRADE: LICENSEII ROOFING CONTRACTOR Pununnl la Chapinr A�O.r1gt14),F'.q.,nn o(tlr ora wirydrbtiwl whu oiac{e uKnunpgryl fn,m tbU ehaWpl ppry IPopg a cerHrwuw pl xbcbyn YrWFr Ihis ectdWr maayy na11YU0vw Garfihl4 w omnpyna"l.yn arwm+Uas Gv�1pr,Fw>Rrenl to Cbppin 4Aq.gti(n21,a.g.,CorIiHC:dley ulebnflon Ia bn alrmnp4..apply.mly �vMn Iha eMpP o!iha buelneac of ttgdn W lal nn Ihn nplkn of elaebun df ba aamlpl Pursuax la Chaplar Mq g6(t3),F.9.,Ivouvep of ekcbun iu bn th palm nog ctl an lholpal¢,b y ce ltrknla I,al ungsrM�p lha royukrn oleo!Udl cacbnn lru laew4nJlm al a carlUH�6torTheidopyrnrmnl W1a11 rgwbs�e s 0F'S-F2-DN74.202 CERTIFICATE.OF FLCCTION TO OF,EXEMPT NEV13CO M13 s QUESTIONS?(060)093-1609 s littps://apps8,#ldfs.et)tn/erreportviewer/rePortViewer.aspx`?data=kdvpgiilc9l)7Q3gH6T1 R... 11/24/2015 \ E•E• >1V ` �.N S Miami Shores Village j 10050 N.E.2nd Avenue NE � Miami Shores,FL 33138 � -0000 � � � , � ( � � Phone: (305)795-2204 "y 1210 Expiration: 05110/201 Project Address Parcel Number Applicant 149 NE 105 Street 1121360050130 Miami Shores, FL 33138-2032 Block: Lot: ZURDDO CORPORATION Owner Information Address Phone Cell ZURDDO CORPORATION 12921 S CALUSA Drive (786)231-5339 MIAMI FL 33186- 12921 S CALUSA Drive MIAMI FL 33186- Contractor(s) Phone Cell Phone AGUIRRE'S ROOFING INC 786 231-5339 Valuation: $ 14,000.00 ( ) (305)528-1476 Total Sq Feet: 2927 Type of Work:Re Roof Available Inspections: Additional Info:RE ROOF COLOR THRU TILE DARK CHARCO Inspection Type: Classification:Residential Up Lift Report Scanning:4 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 CCF $8.40 DBPR Fee Invoice# RF-11-15-57707 $4.50 11/06/2015 Credit Card $50.00 $293.40 DCA Fee $4.50 Education Surcharge $2.80 11/12/2015 Credit Card $293.40 $0.00 Permit Fee-New Roof $300.00 Scanning Fee $12.00 Technology Fee $11.20 Total: $343.40 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 AFFIDAVI I rtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zo ing. uthermore,I authorize the above-named contractor to do the work stated. November 12,2015 Autho ze gnature:Owner / Applicant / Contractor / Agent Date Building De � 9 p ailment Copy November 12,2015 1 41TY ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Mks Florlda Building Code Sth Edition(2014) 4 Ychgh-Ve!Oclty Hurricane Zone Uniform Permit Appiilcation F rm. NOV 0 t BY: t Master Permit No. Section A(General Information) t t Process No. t Contractor's Name !�4 S (i a y! Job Address A)C 1A<- ,S r t ROOF CATEGORY Low Slope CI Mechanically Fastened Tisa E3 Asphaltic Shingles MorterlAdheslve Set Tiles © Metal Panel/Shingles Ci Wood Shingles/Shakes t 0 Prescriptive BUR-RAS 150 t. ROOF TYPI 0 New roof 0 Repair t p Maintenance C] Reroofing 13 Recovering ROOF SYSTEM INFORMATION t Low Slope Roof Area(sFLAU Steep Sloped Roof AREA(SSF)�! I Total(SF) 29? t Section B(Roof Plan) 12e� Sketch Roof Plan:Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and overflow drains.Include dimen- sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. i t W. fit t Q t Y 0. E , C0 \ t .. • 0: p � ® � 11 • . �.. . . . •. w z Q Q N m to • • A ••• • • • • ••• • FLORIDA BUILDING CODE—SUILDINIG,6WEDITION(2094) • • • ••• 1 # AgPYnliht to;o other d b�uc iom authoiizedS IZ65ERV ED}; 69�E11cu 'aladlo on Lula 8.2615 10 32 12 fcM pursuant to I i3eca $memem.No further re Miami shores Village Building 10050 iV.E.2nd Avenue t:►R Miami Shares, Florida 33138 Tei: (305) 798.2204 Fax- (305) 756.8972 AFFIDAVITF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.8"F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores,Fl 33138. a Re; 4wneris Name;—- rlcf o ®rh b r-,-.7k o Property,Address: 14 1 A30 b S T o rR_J FL_ 3:31 3P Roofing Permit Number: Dear Building Official: certify that I am not required to retrofit the roof to wall connections of my building because. rhe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. attach proof of ad valorem taxation; o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) /V )'C4) (¢..f z nature Print Name State of Florida County of Dade •. ... . . . . .. The undersigned, being the first duly swom,deposes and says that he/she is Wo"rTs;t6a above pr©' erty mentioned. Sworn to � and subscribed before me this 2 I _ . .day of o cA K-gv u aS 4e-ypve'°MARICELACAIOLL40S '•: : : : MY GUAMISSIQi�'CH14M ••• • • •• •• Nota Public Sate f FloridaFl � � vada at Large � EXPIRES-g _ • When the justvatuation of the structure for purpose of ad valorem taxation is equal to or more than$300,@ 1*0O;and th;b2di�g w4 nots onstr&ted with FBC nor a 7994 8178C.Then you must provide a building application from a General contractor for the Roof to Wall conn�iQn'E p.10 @ 0 0.••0 s� - e+ SECTION 1 524 HIGH VELOCITY HURRICANE ZONES—REQUIRED Q D OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains.to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit;and to explain to the owner the content of the section.The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.Additionally,the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2. Renailing wood decks:When replacing roofing,the existing woodroof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4. .� Exposed Ceiling.Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable.This providesthe option of maintaining the appearance. 6. N l Overflow scuppers(wait outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It maybe ecessary to install overflow scuppers in accordance with the requirements of Sections R4402, R440 and 84413. ©wrier ge nature Date Contractor Signat re Date Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; . ••• . • ... ... .. . . .. . . . . . . .. • . • .. .. . . . . . . . . . . ROOF ASSEMBLIES.AND ROOFTOP STRUCTURES F1011da Building Code,Sth Edition(2014) r - Ni hVeloci Hurricane" 9 ty Zone Uniform Permit Application Form ! Section D(Steep Sloped Roof System) ! n !. Roof System Manufacturer:_ 8 0�' f'S 0 0 -Yl L L C ! ! Notice of Acceptance Number. 2 — b 1110 y , t Z Minimum Design Wind Pressures if Applicable --From RAS 127 0 { r Calculations): P1: - 3� — �8• P1: _ 100-1 ! 1 Deck Type: 1 y w 0 o d ! Type Underlayment �J STM FELT- 30# 6 Z Z a 1 Roof Slope: 3 12 Insulation: I N A ! ! Fire Barrier: NA !' r Ridge Ventilation? ! Fastener Type&Spacing;: `- 1�cf RS Nqi ►1ti C44 I S Adhesive Type: POT M01D �4SPNA (-r- TYPE / ! ! Type,Cap Sheet: �s�M FE[.T g0 # ! ! lUtean Roof eight: , �' �.._...--.. Roof Covering: $qXO r'i y S'/q-rfe (ohG-e7�e�7�� Type e&Size Drip ! •• ••• •• • • • •• • ••• • • ••• ••• •• • • •• • • • • • • •• • • • •• •• ••• • • • • ••• • • FLORIDA BUILDING CODE BUILDING,5th EDITION(2014) • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 15.54 { f i Copyright to,or liecnsedby.ICC(ALL RIGHTS RESERVED),accessed by Me=Palaoio on Jun 8,2D15 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. v ROOF ASSEMBLIES AND ROOFTOP STRUCTURES ° Florida Building Code 6th Edition (2014) 1 . 1 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 Section E(Tile Calculations) 1 For Moment based tile systems,choose either Method 1 or 2. Compare the values for M,with the values from K. If the Mf values are greater than or equal to the M,values,for each area of the roof,then the tile attachment method is acceptable. 1 Method 1 "Moment Based Tile Calculations Per RAS 127" 1 (P1:3`i 1 x R 0.2o0= a.�2 y_Mg;j.0 3=M"0S Product Approval Mf YO, ! (P2:6�X4 o.7-00= I!_!2 t_Mg:�=M,2 Product Approval Mt q0. 1 (P3:loo- X4 0-?-do= 2"I _Mg;2-_6 =M, 13-0? Product Approval M,_YO. 1 j Method 2"Simplified Tile Calculations Per Table Below" 1 Required Moment of Resistance(M)From Table Below Product Approval Mf Or required Moment Resistance* M Rooflo ean Roof eight 15, 20 1 Pe ' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 � 3:'(2 42.2 32.2 34.4 36.0 37.4 39.8 1 4:92 34.4 32.2 1 33.8 35.1 37.3 � 5:12 28.4 30.1 31.6 32.8 1 6:12 34.9 26.4 28.0 29.4 30.5 32.4 7:1 24.4 25.9 27.1 28.2 30.0 1 *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. 1 For Uplift based file systems use Method 3.Compared the values for F'with the values for Fr, if the F'values are greater than or 1 equal to the Fr values,for each area of the roof, then the the attachment method is acceptable. 1 Method 3"Uplift Based Tile Calculations Per RAS 127" (P1: x L - x w:_ W: x cos 8 =F" Product Approval F' (P2: x L - x w: W: x COS 1 _)- A =F, Product Approval F'(P3: x L - x w:_____�_W; x cos 8 =1 F, Pro ductApproval val F' 1 Where to Obtain information 1 Description Symbol 1 Where to find 1 Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PI_based on ASCE 7 1 'Mean Roof Height H Job Site 1 Roof Slope 8 Job Site Aerodynamic Multiplier Product Approval 1 Restoring Moment due to Gravity M9 Product Approval 1 Attachment Resistance M, Product!�'jil�oJa • • • • • . • Required Moment Resistance Mg Calculated• •• • • • • ••• • / Minimum Attachment Resistance F' Product,-y r0_Val 1 Required UpiiftReslstance Fr Calculated 1 Average Tile Weight W Product Approval • • • • • Tile Dimensions • 1 L =length W=width Product Appr$val • •: : ; • :. :. 1 All calculations must be submitted to the building official at the time of permit applica'on. 15.40 • • • • • • • • • • FLORIDA SUILI)MC01504 SW-•DIW0,641EI)BION(2014) N0111111L 1 Copyrigbt to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8.201 10:32:12 AM pursuant to License ..�+.•aa® Agrecmwt.No further reproductions authorized MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES PRODUCT CONTROL SECTION (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.rWatWdade.gov/pera Boral Roofing LLC. 7575 Irvine Center Drive,Suite 100 Irvine,CA.92618 SCOPE.- This COPE: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: Saxony(Shake,Slate,Split Shake) Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. .. ... . . . . . .. INSPECTION: A copy of this entire NOA shall be provided to the user by the AnanulctM&Iit:4&s&butors and shall be available for inspection at the job site at the request of the Building Of Offal-•: •• •• : •. This renews NOA# 12-0308.25 and consists of pages 1 through 8. . ... . . ... ... The submitted documentation was reviewed by Alex Tigera. • • .. . . .. . . . . . MIAMI•DADE COUPITYNOA No.: 12-0904.12 • ••+ • 0 • gEaralion Qate: 12/16/17 • • • • • Appr§val]Date: 12/06/12 : :.•.: : : : i••.: Pagel of 8 f ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews and revises a system using Saxony (Shake, Slate and Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, p p q ements, as determined b applicable design pressure values obtained by calculations in compliance with RAS 127Busing 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 Applicant Dimensions Specifications Description Monier Lifetile LLC 1= MY? TAS 112 Flat, interlocking,high pressure extruded concrete Saxony(Shake, Slate and w= 12-3/8" roof tile equipped with two nail holes. For direct Split Shake)Tile .6"thick deck or battened nail-on,mortar or adhesive set applications. Trim Pieces 1=varies TAS 112 Accessory trim, concrete roof pieces for use at hips, w=varies rakes,ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales,FL. 2.2 EVIDENCE SUBMITTED: Test Agent Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102 &PA 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. PA 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering,Inc. PA 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering,Inc. PA 102 • ••• • (2 Qy ik-) ve Screws,Direct Deck) The Center for Applied 25-7183-5; •�; lt�tiq Uplift Testing Feb. 1995 Engineering,Inc. " ' "' PA 102 • 000 •• 00(21QA-brive Screws,Battens) The Center for Applied 25-7214-1 Static Uplift••• Testing March, 1995Engineering,Inc. • •••Pd102 ;. •(,1 Q*sD*.e S§;ew,Direct Deck) MIAMI-DADE COUNTY NOA No.: 12-0904.12 '''"* •• Expiration Date: 12/16/17 • Approval Date: 12/06/12 • Page 2 of 8 . .. .. . . . .. .. ... . . . ... . . 2.2 EVIDENCE SUBMITTED: Test Agencv Test Identifier Test Name/Report Date The Center for Applied 25-7214-5 Static Uplift Testing March 1995 Engineering,Inc. PA 102 Redland T (1 Quik-Drive Screw,Battens) Technologies� 7161-03 Wind Tunnel Testing Dec. 1991 Appendix H PA 108 (Nail-On) Redland Technologies In Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108 (Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-77 PA 100 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 520111-4 PA 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service PA 101 Walker Engineering,Inc. Calculations Aerodynamic Multiplier June 2007 Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-78044&5 25-7848-6 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering,Inc. Calculations Restoring Moment Due to Gravity June 2007 Nutting Engineering 129 TAS-112 Jan.2007 3. LnwATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. .00 00: 0: : : 3.5 30/90 hot mopped underlayment application%mayb1* l j pjrpdgldicular to the roof slope unless stated otherwise by the underlayment material mMufabtdreApubiislfedlitdrature. 3.6 This acceptance is for wood deck applications Minimum deck applicable building code. quiepients shall be in compliance with 00 go: . .. . . . .. .. MIAMI•DADE COU W- NOA No.: 12-0904.12 Expiration Date: 12/16/17 0:0 0:0 Approval Date: 12/06/12 • . . • . • . Page 3 of 8 . .. .. . . . .. . ... . . . ... . . 4. INSTALLATION 4.1 Saxony (Shake, Slate and Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight-W (Ibf) Length-1 (ft) �Wl�dth-w (ft)Saxony(Shake, Slate and Split 118 1.375 Shake Tile Table 2: Aerodynamic Multipliers -X (ft3) Tile A. (ft ) X (ft3) Profile Batten Application Direct Deck Application Saxon Shake, Slate and Split Shake Tile 0.185 0.200 Table 3: Restoring Moments due to Gravity- M9 (ft-lbf) Tile 2.1:12" 3":12" 4..:12" 5":12" 6":12" 7":12" or Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct (Shake, Deck Deck Deck Deck Deck Deck Slate and 6.63 7.14 6.56 7.07 6.47 6.97 6.34 6.83 6.18 6.66 6.02 6.48 Split Shake) Tile see • •• • • • • ••• • • ••• • • ••• ••• • •• • • • •• •• MIAMIODApUNTYM NOA No.: 12-0904.12 Expiration Date: 12/16/17 ••• • • • • ••• • • •; Approval Date: 12/06/12 • " ' " ' Page 4 of 8 ... . . . ... • . Table 4: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Saxony(Shake, 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate and Split 1-10d Smooth or Screw 7.3 9.84.9 Shake) Tile Shank Nail 2-10d Smooth or Screw 14.0 18.8 7.4 Shank Nails 1 #8 Screw 30.8 30.8 18.2 2#8 Screw 51.7 51.7 24.4 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 Eave C-lip) Table 6: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxon Shake, Slate and Split Shake Tile Adhesive 31.3 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3MTm 2-Component Foam Roof Tile Adhesive AH-160.Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony(Shake, Slate 3M 2-Component Foam Roof Tile Adhesive AH-160 118.9 and Split Shake)Tile 3M 2-Com onent Foam Roof Tile Adhesive AH-160 40.4 3 Large paddy placement of 45 grams 4 Medium paddy placement of 24 grams • . •00 • • V • • • • • •• • • • •• •• MIAM143ADE COUNTY NOA No.: 12-0904.12 • ••• • • • • 000 . . Expiration Date: 12/16/17 • • • • • • • • Approval Date: 12/06/12 :.'.: : : : %•.: Page 5 of 8 ••• 0 0 • ••• 0 0 Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar or Adhesive Set Systems Tile Tile Attachment Profile Application Resistance Saxon Shake, Slate and Split Shake Tile Mortar Set 43.9 s Tile-Tite Roof Tile Mortar. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami-Dade County Product Control Approved". Or BORAL-LIFETILE BORAL ROOFING LLC,SAXONY TILE(LAKE WALES FL) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. . . . .. . . . . . • • • • • • • • •• • • •• • • • • • 00: Miata�news eounmr NOA No.: 12-0904.12 0:0 • 0:0 Expiration Date: 12/16/17 •; ; Approval Date: 12/06/12 ' ' ' • ' ' Page 6of8 ... . . . ... :0 . i PROFILE DRAWINGS NAX HS 1 &16 (AMk 179 OVERLAY 12MO I WARLOCK SAXONY CONCRETE ROOF TILE(SLATE MODEL s.. �. �h h ;x f i • SAXONY CONCRETE ROOF•'F1Li JSP1W.SK4KE MpD&) 000 MIAMI COUNW NOA No.: 12- 0904.12 '' ' ••• ••• Expiration Date: 12/16/17 • Approval Date: 12/06/12 ' Page 7 of S ••• . .. .. . . . .. .. ... . 4 '55 2Qi SAXONY CONCRETE ROOF TILE(SHAKE MODEL END OF THIS ACCEPTANCE . . . . . . . . . . .. . . . . ... . . ... . . ... ... .. . . .. . . . . . . .. . . . .. .. MIAMMADE COUNTY ••• •• • NOA No.: 12-0904.12 Expiration Date: 12/16/17 ;.; Approval Date: 12/06/12 . .. .. . . . .. .. Page 8 of 8 ... . . . ... . . IAM MIAMI-DARE 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 NOTICE OF ACCEPTANCE OA T(786)315-2590 F(786)315-2599 3M Company www•miamidade Qov/economy 3M Center Building 0220-05-E-06 St.Paul,MN.551441000 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 and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with this NOA shall be cause for termination and removal of NOA. p y any section of ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida and followed expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it hall 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 Offi�iaj. •• This NOA revises NOA 13-0502.02 and consists of pages 1'tl%ougl:l: :• '.• The submitted documentation was reviewed by Alex Tigera!• ••• •• •• MIAMI•DADE COIJM Y ' • • • NOA No.: 14-0805.01 "'• ' •• • •• • • • Expiration Date: 05/10/17 Approval Date:09/04/14 ••• • • • • ••• • • Page 1 of 11 • • • • • • • • • • ROOFING COMPONENT APPROVAL: Category: Roofing lil Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufacture described in this Notice of Acceptance.For the locations where the design pressure requirements,asodeermined by d by 3M pas applicable building code,do not exceed the design pressure values obtained by calculations a 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: Pr— °duct Dimensions Test Product Description Specifications 3MTM 2-Component N/A TAS 101 Two component of Foam Roof Tile Adhesive p polyurethane foam 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. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Pro a Test Results Density ASTM D 1622 1.6 lbs./ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks •• +6.0%.V plurpe�hWnge�,@ 158°F., 100%Humidity,2 we Closed Cell Content ASTM D 2856 *9.86n :•: ;•; ••• Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufactu ring variation.tion Soo . : .. . . .. . . . • . rtu►rrHoao�CounrrY •• •• •• N No.: 140805.01 ". ••• • •• • • • Expiration Date: 05/10/17 Approval Date:09/04/14 •.. . • o 2 Page f �� • . •.. . • g 11 • •• •• • • • •• •• ••• • • • ••• • • EVIDENCE SUBMITTED: Test Agency Test Identifier TestName/Renort Applied Engineering - Date Center for A pp � g #94-060 TAS 101 257818-1 PATAS 101 04/08/94 25-7438-3 SSTD 11-93 12/16/9610/25/95 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 Polymers Division 02/01/94 Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 01-6739-062b[]] ASTM E 84 11/16/94 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 528454-9-1 l 0123/98 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LMTATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MT`2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low, &high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 6666. . . . . . .. •6666 . . . .. . . . . ... . . 6666 . . . . 66 666 66 6 6 6 66 . 000 Goo 0 6 . 600 606 MWMaDADE Caljnt7V •0 :• • •: : : • :• • NOA No.: 14-0805.01 .0: • •• • • • Expiration Date: 05/10/17 Approval Date:09/04/14 666 • • • • 666 • • Page 3of11 666 • • • 666 • • INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 maybe used with any roof tile assembly havin a current NOA that lists attachment resistance values with Tm g the use of 3M 2-Com 160. -Component Foam Roof Tile Adhesive AH- 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 the 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 the 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 3MT"r 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. .. ... . . . . . .. . .. . . . . ... . . .. ... .. . . . .. . ... . . •.• .V •• • •• • • • NOA No.: 14-0805.01 'b'liAhINbALtE COUNTY • •• • • • •• •• • s ••• • •• • • Expiration Date: 05/10/17 Approval Date:09/04/14 ... ... Page 4 of 11 . . . . . . . . . . . .. •• see . •• •• ... . . . ... 0 . Table 1:Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram ' Eave Course-Flat,Low,High Area Weight Profiles All Eave Course 17-23 sq.inches 45-65 Flat,Low,High Profiles 41 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 identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved"or the Miami- Dade County Product Control Seal as shown below. syw+Nnrnane couwrr I� BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. . .. . . . . ... . . . .. ... .. . . . .. ... . . ... ... M1AMF[1ADE .• •• NOA No.: 14-0805.01 Cl?UN7'Y • .. • • . .. .. "' ••• •• • • • Expiration Date: 05/10/17 Approval Date:09/04/14 ... ... Page 5 of 11 ADHESIVE PLACEMENT DETAIL# 1 Flat/Low Profile Tile yy U$3R�f31 •/!R yr"-'4l Glx�� ii 1. Starting at the eave course " apply a minimum 2 (50.8 mm)x 10"(254 mm)x I"(25.4 mm)foam paddy onto the underlayment positioned as shown, ,•rte under the strengthening rib closest to the overlock of the tile being set. COMM COW" t`v2. Continue in same manner. Insure approximately 17 r'` •..., y r -= 109.7 cm2 —23 148.4 cm2)square inch adhesive contact with the underside of the tile. r #laii>�4r.ehcssvnrt Medium Profile/ Double Pan Tile lwiva� hrd$ _ a +4atfiiri5ei 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam _ ., paddy onto the underlaymentP ositioned as shown under the pan portion of the tile closest to the QS overlock of the tile being set. spittm 2. Continue in same manner. Insure approximately 17 f ,,4 (109.7 cm2)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. `M,.�^.. S.•" \'. -raw WI' tit Fasm eawlih plot,* g High Profile/Single Pan Tile � �r �-,•° 1. Starting at the eave course,apply a minimum 2" ' ~` r (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 o =N' (109.7 cm2)—23 (148.4 cm2)square inch adhesive "` t'k � -' contact with the underside of the tile. ramCe�tCs• o •• ••• • • • • • •• 1Gkffi ` < •• ••• •• • • • •• �rOf4bedge ••• : UMFDA• D6r r ••• • .••: :•: : : NOA No.: 14-0805.01 UY •• • Expiration Date: 05/10/17 Approval Date:09/04/14 ••• • ••• Page 6of11 ADHESIVE PLACEMENT DETAIL#2 4r ;: Flat/Low Profile Tile Starting at the eave course,applyminimum 2" a 50.8 , �. mm)x 10 (254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the k� strengthening rib of the tile closest to the overlook of Y the tile beingset. Insure a roximatel 17 109.7 cm2) PP y 81b.\" —23 (148.4 cm2)square inch adhesive contact with the wti .r underside of the tile. 2. At the second course, apply 1 a minimum 2"(50.8mm) .�.2 - " .. ,� x 7"(177.8 mm)x 1"(25.4 mm foam add onto the 0underlayment positioned as shown under the `j 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 cm2)square inch adhesive contact with the underside of the tile. Medium Profile/Double Pan Tile When Wamimidt Paddy 48 rivalru« 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 6 �•y . -. onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the ` tr� the being set. Insure approximately 17(109.7 cm)- --� 23 (148.4 cm)square inch adhesive contact with the , • k °�� underside of the tile. 2. At the second course, apply a minimum 2"(50.8mm) x 7"0 77.8 mm)x I"(25.4 mm)foam paddy onto the '' `'� - o • underlayment p p yment osrtioned as shown under the an ,I portion of the tile closest to the overlook of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2)- 14(90.3 cm2)square inch adhesive contact with the underside of the tile. j •• &ftWcjionj cogntinued on next page) I • ' • • • ' ' NOA No.: 14-0805.01 •.: :' ••• '•• :' ;• Expiration Date: 05/10/17 Approval Date:09/04/14 Page 7 of 11 • • • • • • . . ADHESIVE PLACEMENT DETAIL#2CO ( NTINUED) i High Profile/Single Pan Tile Starting at the eave course,apply a minimum 2"(50.8 � mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the the being set.Insure approximately 17109.7 cm2 — ( ) 23 (148.4 cm2)square inch adhesive contact with the s w• underside of the tile. 2. At the second course, apply a minimum 2"(50.8mm) F•sd. x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the W"Phx& 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 IT' (109.7 cm2)- 19(122.6 cm2)square inch adhesive contact with the underside of the tile. i it I I .. ... .. . . . .. MIAIMH=E COUMY ••• i ••i i i N04 NO.:•'14-0805.01 •; ;• ..' EliAlratio4 Datil'05/10/17 Approval Date:09/04/14 Page 8 of 11 ..• • . • ... • . ADHESIVE PLACEMENT DETAIL#3 hen €as creale�stPaft(betweentNW 1• course only,apply satt+�o ,�t � I On the eave Y PP Y a minimum 2 mm)x 10" 254 (50.8 ( mm)x 1 (25.4 mm)foam paddy onto the underlayment positioned as shown,under � r �e 6` It the strengthening rib for flat tile or under the pan portion of the tile for low or high profile t he closest M to the overlock of the the being set.Leave approximately 4"0 01.6 mm)up from the eave t 2xalcr edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 int(109.7-148.4 cm')of adhesive contact with the underside of the tile .a -EM[1osiure 2. Apply a 4"(101.6 mm)x 4" 0 01.6 mm)x 1"(25.4 mm)foam paddy onto the underlayment just below the second course line positioned foam paddy ftffmrouo plastic,cemm a�raa�oae under the strengthening rib for flat tile,or under the twhen reqs Pad pan portion of the tile,closest to the underlock for the second course tile to be installed. Insure eats �� w� approximately 8-9 inz(51.6-58.1 cm2)of adhesive contact with the underside of the tile. r � anbpOfSOL tile (Instructions continued on next page) .paddyan z�dn. EaveGaame � EareC�nse.-"`� Fascia ANEIRM I JAMMnTUe i go I I i MIAP RADE 000 : . •o: : :VOA 31o.: 1:1-0805.01 11: . •. E1111rationbatexeb5/10/17 Approval Date:09/04/14 ••• • • • ••• Page9of11 .•. . • • ••. . • ADHESIVE PLACEMENT DETAIL,#3 _ (CONTINUED) `e e "derma Banms y1t��>t�l 3. Also apply a 211 (50,8 mm)x 4"(101.6 mm)x 3!" 0 9 mm)paddy on top of the eave course tile ytunder iep surface as shown, on to of the P 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. 8� � Install second course of tile. Insure approximately 4ssan. pp y N, 9(58.1 cm2)- 11 (71 cm2)square inch adhesive Single 2X4irL , contact with the underside of the the at the overlap Oaddyon and 7(45.2 cm )-9(58.1 cm2)square inch adhesive contact with the underside of the tile at Eave[ the head of the tile. Continue in same manner. ! whole tote 21n. i Eawe davxe Mgb Probe T11e I I I I i i h11AMFDADE COUNTY °•• i • ••i i :NOA No.: fA-0805.01 � •• • .,O E1 VfrationWate:*15/10/17 Approval Date:09/04/14 �r� • ��� Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel (Cap and Pan)Tile 1iPlace enough adhesive toachleve65to70sq.in Steep piichappllcations l Starting at the eave course,apply a minimum 2" In contact witcovers the pan the (when requires (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam to I K tsS�edgeofPiece�lh� 1° paddy onto the underlayment positioned as to 7 In.from outside edge of cover tile. Then install the tile.Ensure 20 to shown under two adjacent pan tiles. Support cave 25sq.1n corKattarea. tiles from rocking until adhesive has a chance to Underloonnent cure. 2. Continue in same manner bringing ging two pan �� �,,•' ��� courses up toward the ridge.Insure approximately 65 (419.4 cm2)—70(451.6 cm2) square inch adhesive contact with the underside thingof the pan tile. Eave closure in +•>J+owre 3. Turn covers upside down exposing the underside tae pasdo Hoard of the tile. Apply a minimum 1"(25.4 mm)x 10" Remove top portion of the eave course cover tile.Abut to second course of (254 mm) bead of adhesive directly on the inner Pan tihm&Wire eave end ofpan and covertaesare flush ateavelim edge of each side of the cover tile. Leave approximately 3/4"(19 mm)to 1"(25.4 mm) Two Piece Barrel-High profile Tile from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan the course. Insure a minimum of 20(129 cm2)-25(161.3 cm)square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized,stainless steel, or copper wire and compatible nails may be used. i END OF THIS ACCEPTANCE .. . . . . • .. ... .. . . . .. MIA1 4DADECOtJMY : ' : : : : a : 140A No.: 14-0805.01 "s s :• �: : bK ;.ration Date: 05/10/17 p g o o 0 Approval Date:09/04/14 Page 11 of 11 Seck,on C MIgM Miami-Dade County Building Department Electronic Application High velocity Hurricane Zone Rooting Permit Application Form t3t+li a eri�sq Ek cellernre Ei ery 0,*Y. Section C page(Low Slope Roof Systems) Fill/n the specitic roof assembly components./f a component is not required,Insert not applicable(n/a)In the text box. ROOF SYSTEM MANUFACTURER: Gaf material Corp Top Ply: Product Approval (NOA): 14-0611.01 g GAF MINERAL CAP SHEET System Type: E1 Top Ply Fastening/Bonding Material: Wind Uplift Pressures,From RAS 128 or Sealed Calculations: HOT MOP ASPAHALT TYPE IV (P1) Field: -42.8 1psf Surfacing:[GRA NULES ' (P2) Perimeters -71.7 psf SINGLE PLY MEMBRANE: Single Ply Manufacturer/Type: (P3)Corners: -108.0 psf NA Maximum Design Pressure From NOA: X2.5 psf Single Ply Sheet Width: "1/2 Sheet Width: NA Roof Slope: 0.50 ";1P Roof Mean Height: 14 ft, No.of Single Ply 1/2 sheets: NA Parapet Walls: 0 No 11 Yes Parapet wall Height: ft, Single Ply Membrane Fastening!Bonding Material: NA Deck T -5/8"Plywood. - Support Spa ci 16 0 FASTENER SPACING FOR BASESHEET ATTACHMENT ng: - - "o% Alternate Deck Type: _NA ❑SINGLE PLY MEMBRANE ATTACHMENT Existing Roof: 1.Field:El"o/c @ Laps&l rows °o% SAME 2.Perimeter:."o!c @ Laps&[�rows [67 "o% Fire Barrier. NA 3.Corner: "o/c @ Laps&El rows "o/c Vapor Barrier: NUMBER OF FASTENERS PER INSULATION BOARD: NA - Anchor Sheet: NA rn 1. Field: NA 2. Perimeter: 3. Comer: NA NA Insulation Fastener Type NA Anchor Sheet Fastener/Bonding Material: NA WOOD NAILER TYPE AND SIZE: Insulation Base Layer Size&Thickness: NA N Wood Nailer Fastener Type and Spacing: Insulation Base Layer Fastener/Bonding Material: NA NA EDGE$COPING METAL SIZES: Insulation Top Layer Size&Thickness: Edge Metal Material: -Galvanized Metal- [RA __. _NA _.. Edge Size -3"face 26 ga - - .._.... Insulation Top Layer Fastener/BondingMaterial: - "- _ - - NA Hook Strip Size SELECT EDGE METAL HOOK STRIP SIZE- Edge Metal Attachment: Base Sheet(s)&No.of Ply(s) 1-1/4 RS NAIL 4"OC GAF GLASSBASE 75#1 PLY - Base Sheet Fastener/Bonding Material: Coping Mat@rtdl: t ..,t Tj P4RAPV V ALL COPING MATERIAL-- 1-1l4 RS NAIL AND TIN CAP1-518Coping Size. '.-3E11CT�C;P O SIZE OR THICKNESS- _. _.. Ply Sheet(s)&No.of Ply(s): Hook Strip Size: .-SELECT COPING METAL HOOK STRIP SIZE- GAF RUBEROID 20 - - Parapet CopingMetal Attachmej�t: s e e Ply Sheet Fastener/Bonding Material: [NA ; ' ; : . • • • • HOT MOP ASPHALT TYPE IV . . .•. • .. . . . ... • • . • ... . . . . . • • • . • . . • .• .. • • . •. .. ••• • • . .•. . • 16.Decka NC =awne:l/2 cme um n�ly"O" omb t My thfciotess partite or wood fiber or glass Neer or poty(socyanuram mechanlcaUY fastenstl or adhered with clean Sheets One pt typo 562 JS®#75 aweeSSh 'iii Phr 073 Base Sheet' Sheat"or TH-Pry Risbas e Shlieses�N�y adhered with SO W tooting-gaspy lt, O F7tnc Ptnwy 6 dor Yypa G2"GAPGtAsS#75 base Cap Sheets—One WYTYpa 63"GAFGlAR®MOW Swtkted Cap Sheet fully adhered with not roofing asphalt SuMmings—'MPCOATO ORwgYCOts'""or"TOPCOAT®NO Plus-White"Or'Matrix 372"applied at a rate of 2-gat/iMfla. 17.Darks C-15/32 =ncBnx 1/2 II=IaIJOIMG IftC n[(oP000IdQ="'MY Mckn sn perlite or wood Aber or glass fit u or poytsocyanurat•mechanically"OIYBand Fastening System•or any UL Classified insulator trdt►esive, y fastened or adhered with `DadaDeckDuraGLarR olbaard°or G� -PadRC Gypsum LLC IC12A aCkS Rooflboard"or"DensOeck Prime®Roofboard"or "aWROCIS GW&Mat Roof Board'('ty� )M dM Untied&tares Gypsum Corp.'SBCUItOpC®Roof hoard"(type t�tXd�or mechanicapy fastened or adhemd with OMCs Inc,"OlyBord Fastening System"or any UL 0115111W insulation adhesive with butt Joints in the barrier board products staggered a minimum of 6-In.from Plywood deck Joints. Saxe Shears—One pit Type G2"GAFGLA1S0#75 Base Sheet"ar'rd-Piy#73 Base Sheet"—One or two pmechankaiy fastened ShOW trplies Typo GAFGUiS®Pty 4 or"Tri-Ply 4'or GAFGtASO Flex ply Pty bhee6"or Type 02 GAFGt AS®OTS Base Call ShOft r Oy a 7U Base Shsor fully adhered with hot roofing asphalt PiY Type 63 VAFGLASS Mineral Surfaced Cap Shad"A,UY adhered with hot roofing asphalt. Sarfaetagt—'rOPCOATQ En4'gyCote'""or TOPCOATO No Plus-While"or"Mabix 322"applied at a rate of 2-gal/100-tit=. 18.Decor FIC uhcilner 1 satahia"On(ePUona1)a—Any thickness POl to or wood titer or glass Aber or potylsocyanurate machanIcis Pahlaned or adhered with OM the."OIYBWW M System"or any UL Classified insalatlen adhesive. 'RBase lRseats—One Ply"GAFGLASG Stratevent Eliminator Vantilg Base Shset"or Typo G2 fully adhered with hot roofing asphalt uberOft 20' a orWo ubernldG t Mr ld4b�SMOOW er"� ®MOP Smooth 1.5"or"Rubarold®Map Smooth Plus"or Iftber aBBt—One MY altered with hot rooting asphalt KellfthPly'GAFG AS®MhIVW Surfaced Cap Shoat fift 111111111"With hot roofing asphalt Stufacingh—TOPCOAT®EnergyCotr—or"MPCDATO 018 Plus-White"or"Matrix 322"applied at a rate of 2-gal/lo0-Ra. 19.Deein GIS/32 iaeliheea 1 OM Unc,"dl�nd�0r—Any thickness perlibe or wood fiber or glass ftirer or palYlsoryanurate rrtechantcally fastened or adhered will► Yft Fastening System"-any UL Classified Insulation adhesive, Banter Bo ardt—MMMMUm 14-tn.ttdck Georgia-Pac Mc Gypm n ILC"Dwwogd*Rgofboard"ar"DensDadk prime®Rootboard"or "DONDedk DurilGuard-Rooiboard"or minimum Y4-tn.thin Untied Steles Gypsum Corp.'SECUROCKG Roof Board"(Type FRx-G)or "SEWROCK40 Glass-Mat Roof Board"(Type SGMR1t)mechanically fastened or adhered with OMG inc.'OlyOond Fateerhing System'or any UL ClasslNed insulation adMWva with"joints in the battler board products staggered a minimum of 6-fn.from Plywood deck Joints.r ease itne`OU—One ply"GAFGLASG Stratavent Eliminator Veining Base Sheat"fully adhered with hot roofing asphalt ply Sh ne� ne two Pllas'Rubera"Mop Smooth"or"RuberoJd®Mop Smooth pros"fully adhered with hot roofing asphalt Ply"GAFGT.AS®Mineral Surfaced Cap Sheet"fully adhered with hot rooting asphalt 0uFfaCIII9a—'r'OPCOATG EnergyCotaw-or'rOPODATM M8 Plus-Whits"or"Matrix 322"applied at a rate of 2-ga1/100-f0. 20.Deekk C-15/32 Inclines 1 Base Sheets—One Piy Type 62"WWGtASG 075 Base Sheat or-Td-"#75 Base Sheer"nisahenteally fastened. lMx taHmt(OPtlInai)s—Any thickness or combluatom pia or wood fiber or glass fiber or POlyisocyanurate,mechanlceliy fastened or hot mapped or adhered with OMS Wc."GIVOOnd F>Lstaahlg Sysl0n"or attY UL Classified insulation adhesive. Base Sheets—One or more plies"Rubarolde 20'or"Ruberoid® Mechanically attached. 2D Ffi'or`RuberoldG Mpdifiedse BaSheet`,cwt mopped or Cep Sheeb—One ply Type 63'GAFGIAS®Mineral Surfaced Cap Sheet!or"rrl-Ply®Mineral Surfaced Cap Sheet"or"GAFGLASG Eae►ggCap•"13UR Mineral Surfaced Cap Sheet," cum b 1-Decla C liV32 IrAllaes 3.1/2 IBsulatlon(OPRloltal)t—Ona or mine layers parllte or wood fiber ar glass fiber or poiytsocyanhrrate or urethane or P�i�/PoIY�Yarurate cehnpt�Ra or peltiWurotttatie tomposlte ar wood Nbtr/pntylsotyanurate composite or ptrenoUy any thlckrtess. Pty&heats—TWa or more Plies Typa G3 GAfGLAS®P 4 or"ref- ■ �p$tre6b—Tbpa G3"GAFGLAS®t+Uneral Surfaced C p Slut"ar�P1Y�aMlneral �CaP Sheet or"Ga GLASG ErtergyCaP`" OUR OWheral surfaced Cap SheBY',fuoy adhered with hot hooting asphalt. I 2.Dolt C-15/32 IneUaes 1111101111Wn(Optkwal)s—One or more layers partite or wood fiber or glass three or Poiylsocyanurate or urethane or PerftWPolytsoclr Wate composite or parlitehuethane composite or wood Aber/polYisocyanurate composite or phenolic,any thidumm Base Sheeilt—TWO or more puce Type Gl or Typo 02 or Tyra 63. Nemhaet ta —On or mora plies"Rubemid®'iamb SmooW Or"i Uberoid�•Giattltty,dor jLUOrOWS TorCh.Granule Plus'or Anrbaroidt9 Mop Smootr'or'tubahoddG MOP Smooth 1.S"or"Rubemide Tis Woo or CTWd0 Mop GnI%Ade"or"Rubareld& Mop Plus Gramai er"ROGI Match"'SOS 14WO d Granular"or?d-PSYG SES Mufted Bitumen V t9�brijnsi o:�1OF1rIgMh*"APP Modified Granular"or'rd-Piy®TP-4G"-Ind-PIYG TM"or"Ruberold®Dual Smolfth." Gap Siheett wd Cap heo Itneral Surfaced Cap Sheat,or"Tri-PIyG Mineral Su�1d�➢Sinai:yr ahGPFGIUS r MW;YcaP"'OUR Mtrtna!Surfaced Cap S9reet"rutty adhered with hot roofing asphalL 3.tetter C-IW32 XMIJAas 2-1/2 o• ••• • • ••• or • • • • • • • • •• • • •• • • • • • • •• • • • •• •• • ••• • •• • • • haPJ/database-ul.com/cgi biw%YV/template/LIMX`T/1FRA.MWrAowpago.htrnl?rtamo,-T..o 6/27/2013 MIAMhL1ADE MIAMI-RADE COUNTY ®a 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)315-259&F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.goy/economy GAF 1361 Alps Road Wayne,NJ 07470 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 materials 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: : GAF Ruberoid®Modified Bitumen Roof System for Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of.lbeA;4ilding Official. .. This NOA renews and revises NOA No. 13-0424~14 and consists 4 pagoi 1 AsoiSgb 20% •. The submitted documentation was reviewed by Jorge L.Acebo. ..• ..: ••: 0.0 : •• ... . . ... ... • • • • ; ; • NQ6k No,; 14-0611.01 MIAMGDADE COUNTY •�� • '• •ExpiraQon 17ate: 11/06/15 ,..., , Approval Date: 11/06/14 .•• • .•. Page 1 of 29 00 96 0 so• • • • • • • • • • i Membrane Type: SBS/SBS Cold Applied Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: FireOutm Fire Barrier Coating,VersaShiele Fire-Resistant Roof Deck (optional) Protection or SecurocV Gypsum-Fiber Roof Board. Base sheet: GAFGLAS®#80 Ultima TM Base Sheet, GAFGLAS®Stratavent®Eliminator' Nailable Venting Base Sheet,Ruberoid®20, Ruberoid®SBS Heat-WeldTM Smooth or Ruberoid®SBS Heat-Weldor 25 base sheet mechanically fastened to deck as described below: Fastening GAFGLAS®Ply 4,GAFGLAS®FlexPly"'6, GAFGLAS®#75 Base Sheet or any Options: of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure—45 psf.See General Limitation #7) GAFGLAS®Ply 4, GAFGLAS®F1exPly"'6, GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM#12 Fastener,Drill-Tec' #14 Fastener or Drill-Teem XHD Fastener and Drill-Teci"3" Steel Plate, Drill- Teem AccuTrace Flat Plate or Drill-TecTM AccuTraco Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c. in the field of the sheet. (Maximum Design Pressure—4S psf.See General Limitation #7) GAFGLAS®F1exPly"'6,GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c.at the 4"lap staggered and in two rows 9"o.c. in the field. (Maximum Design Pressure—S2.Spsf.See General Limitation #7) GAFGLAS®#80 Ultima'Base Sheet Ruberoid®20 Ruber id® o Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c.at the 4"lap staggered and in two rows 9"o.c. in the field. (Maximum Design Pressure—60 psf.See General Limitation #7) GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Teem#12 Fastener,Drill-Tec"'#14 Fastener or Drill-TecTM XHD Fastener and Drill-Tec"'3" Steel Plate, Drill-TecTM AccuTraco Flat Plate or Drill-Tec"" AccuTraco Recessed Plate installed 12"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—60 psf.Se.•Gev@jal:i nifXtiox 47)••• Any of above base sheets attached to decI*Vpreje j apnDI J 411f shaVk nails and 3"inverted Drill-Tea'insulation plates eta ff5tener s'pac?ng bf 9"V.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure—60 psf. See Ga ral Limitation 4- ••• • . • . . • i •; ;. ' '; ; •NSA NI.14-0611.01 M1A 4 I 0 OMM •'� •� txpirahon Date: 11/06/15 • , Approval Date: 11/06/14 ••. • • • • ••• • :Page 25 of 29 i Fastening GAFGLAS®#75 Base Sheet or any above base sheets attached to deck with Options: Drill Tec #12 Fastener Drill-Tec n� P #14 Fastener or Drill-Tec XHD Fastener (Continued) and Drill-Tec'M 3"Steel Plate,Drill-Tec'"AccuTrace Flat Plate or Drill-Tec" AccuTrae Recessed Plate installed 8"o.c.in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—75 psf. See General Limitation#7) Ply Sheet: (Optional)One or more plies GAFGLAS®Ply 4,GAFGLAS®F1exPly'"6, GAFGLAS®#80 Ultima Base Sheet,Ruberoid®Mop Smooth or Ruberoid®20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid®Mop Smooth,Ruberoid®Mop 170 FR,Ruberoid® Mop Granule,RoofMatch""SBS Modified Granular, Ruberoid®Mop Plus Granule, Ruberoid®20, Ruberoid930, RuberoieEnergyCap 30 FR SBS Membrane, u eff rol dW3_0 FR or Ruberoid®Mop FR in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20401bs./sq. Or One or more plies of Ruberoid®Mop Smooth,Ruberoid®Mop Granule, RoofMatchTM SBS Modified Granular,Ruberoid®Mop 170 FR,Ruberoid®Mop Plus Granule,Ruberoid®20,Ruberoid'30,RuberoieEnergyCap-30 FR SBS Membrane,Ruberoid®30 FR or Ruberoid®Mop FR adhered in Matrix''"' 102 SBS Membrane Adhesive at an application rate of 1-2 gal./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 4001bs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCap'"BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Topcoat®Elastomeric Roofing Membrane,Topcoat®MB Plus(to be used as a primer with Topcoat®Elastomeric Roofing Membrane)or Topcoat®Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening Options i •• ••• • • • • • •• it •,� + '.; ; •NM N4. 14-0611.01 MiatHtoaoecatnm ••• • •• Rxpiratl®n Date: 11/06/15 .. , Approval Date: 11/06/14 •�� • • • �•• �Page 26of29 WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® F1exPly TM 6 whe mechanically fastened base or anchor sheet. n used as a 2. Minimum ''/4" DensDeck® Roof Board or �'/i" Type X gypsum board is acceptable to be installed directly over the wood deck GENERAL LIMITATIONS: I. Fire classification is not part of this acceptance; refer to a c Directory for fire ratings of this product. orient Approved Roofing Materials 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 moppingof approved asphalt applied within the EVT ran range and at a rate of 20-401 attar lbs./sq.,or mechanical 1y 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximurn. 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 2751bf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested,are below 2751bf, insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction coon with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing,prepared, signed and sealed by a Florida Registered Engineer,Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced up lift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117.Calculations prepared, signed and sealed by a Florida registered Professional Engineer,Registered Architect,or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter milers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS I 1 I 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 comers).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 NQAA6 rjral U Vi1JaJoV' 7 will not be applicable.) • : •• • • • • • 10. All products listed herein shall have a quality assurance and is acc1rdeVte ylith;hC FJQ?ida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE, 'i i• ' ': i :N'OA':io.:•:a-0611.01 rauecOUNrf Upiratiori Date. 11/06/15� Approval Date: 11/06/14 ••• • • • • ••• • PJge29of29 I