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RF-14-219Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP- 209305 Permit Number: RF -2 -14 -219 Inspection Date: March 25, 2014 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: FISHER, DIANNE Work Classification: Tile/Flat Job Address: 1250 NE 95 Street Miami Shores, FL Phone Number Parcel Number 1132060144070 Project: <NONE> Contractor: EXECUTIVE ROOFING INC Phone: 305 -598 -8686 Buildina Department Comments RE -ROOF MAIN TILE AND FLAT Infractio Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 206706. UPLIFT TEST IS WITH THE PERMIT CARD Missing renailing affidavit. Failed El Roof OK Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 March 25, 2014 Page 1 of 1 j t. ij % . ROOF PROBLEMS ? ?? UPLIFT TEST EXPERTS Owner's Name: 9 Job Address: 12c5_,, Roofing Contractor: Type of Tile: SO c Approximate Roof h A -1 CONSULTING ENGINEERS, INC' ROOF STRUCTURES CONSULTING ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE TAS No. 106 SITE SPECIFIC INFORMATION Permit #:l'° - ®� '� � �� ®� �-s •o'er' s7 s a m 7 Date installed: ht: 2 - 11' feet Type of Access to Roof: 6-- Scaffolds Roof Pitch: 3 / Z- Approximate Square Footage of Roof: 33 ft 2 Ladder Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100 Date Tested: ,3/d 712,!:� d V Other IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON- TROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUBMITTED"Bk: Jos6A. Martinez P.E. # 031509 � A -1 CONSU TING, ` GWdEE lRenews. Lab. Certificatj� 07- 0306.0 1- 1224. 05 4383 S.W. 70th Ct, Miami, Florida 33155 • Telephone (305)740 -9550 • Fax (305) 740 -9550 ENGLISH: Cell (305) 609 -6388 • SPANISH: Cell (305) 498 -9804 .) I .A-1 CONSULTING ENGINMLS. D�C ROO- F STUCTURES, CONT'SUL-TTNTG LTPLIFT T7EST Ea-TRT'S LAR. CERTMF CATIONIN6.01-1224-5 4383 SIV 70 CT.-lMN11 FL 331-55 TIEL305-740-9- W- F.AX305-74"550. Approximate sqtzme footage of ti 33 ft2 Re-qtdred testing force: -3.5 lbs Date teste d., . Number of to -';K-ETL-H. OF ROOF M e. JM_ 3/17/2 0141 D _j ` Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP- 209305 Permit Number: RF -2 -14 -219 Inspection Date: March 25, 2014 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: FISHER, DIANNE Work Classification: Tile /Flat Job Address: 1250 NE 95 Strppt Miami Shores, FL Project: <NONE> Phone Number Parcel Number 1132060144070 Contractor: EXECUTIVE ROOFING INC Phone: 305 -598 -8686 Building Department Comments RE -ROOF MAIN TILE AND FLAT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed V Q (�V ' CREATED AS REINSPECTION FOR INSP- 206706. UPLIFT TEST IS WITH THE PERMIT CARD Missing renailing affidavit. Failed ❑ Roof OK Correction Needed Re- Inspection ❑ Fee No Additional Inspections can he scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 March 25, 2014 Page 1 of 1 RE: Permit # KY ,-2-1q - ZM (Print name and circle License Type) License #: e— 6 C(-7 39 ) � J Miami.. Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: �3 . INSPECTION AFFIDAVIT licensed as a ( Contractor Engineer/ Architect, FS 468 Building Inspector On or about �� ILaz T. Zcq , I di ersonally i pect the roof deck nailing (Det work at 6 ST IA ,:�4zte� -: lU 2Sn (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 FS) 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. Sworn to and subscribed before me thi Notary Public, Sate of Florida at Large PEDRO kQODOY W C WIMWWM 6 EE9Wn EMM Mel►15. 2016 'General, Budding, Residential, or Rooting Contractors or any individual Cabled under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection Revised on 5121309 2-11911 Miami Shores Village r O� Building C�� ®� Department y� g FED 14 p � � 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING I m,P ?CNC m K,41it No. PERMIT APPLICATION Master Permit No.f I H -- a 19 Permit Type: BUILDING ROOFIN JOB ADDRESS. 115o + q v S ! P (WAuADk?-E City: Miami Shores County: Miami Dade Folio/Parcel #: 0 � "JZ 06 —o,Lt ^ go-P Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Titleholder): �e!� A -QQ( "w G Address• 12,90 N G _155 ) QgL..' 1 NO I P/ Flood Zone: City: "444-m S- Way-ia State : 9— 24c% Tenant/Lessee Name: "IA, - Phone #: Email: CONTRACTOR: Company Name: j(�CcdT't t �� Phone#:3/ S-i a— & �' Address: gt7 Z Z SW cR ? J l - -7 / yf y -Y8 YL C ,r- City: Qualifier Name: AV 6 F State Certification or Registration #: C e- C 0 3 5% 9 F Certificate of Competency #: Contact Phone #: ?eG ° �y�' �$ yZ° Email Address: A-,S e-1, o4 / Q @x,, p Q $A A c- DESIGNER: Architect/Engineer. Phone #: Dal Value of Work for this Permit: $ qi D©O' IXK Squarejunear Footage of Work: 3 8 s Type of Work: DAddition OAlteration ONew )(Repair/Replace ODemolition Description of Work: F T @ (�� lc10% • 111L.4r- Co�os� f�iZ��.4gC�' fd Le- -aoe,e- 3a#rt /e, eee�,��•e.� r fitQ v..d�.et,�y «r Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State ��s Mortgage Lender's Name (if applicable) ' Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE . TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signa Owner or Agent The foregoing instrument was acknowledged before__ me this day of Elk 20 , by I I9,00e who i rsonally kno to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: A0 0?^' Print: • ® $ PEDRO A GODOY EXPIRES May /5, 2018 My Commission Expires: 1W FbakInnompervinAm PMU84W o Signature Contractor The foregoing instrument was acknowledged before m this day of Fe to , 20 I � ,, by , who is rsonally known me or who has produced as identification and who did take an oath. APPROVED BY G Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07/10 /07)(Revised 06 /1=009)(Revised 3/15/09) NOTARY PUBLIC: Sign: Print: My Zoning Clerk ri Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: D :moo vi ee Property Address: M 5'c-) t4 EE Roofing Permit Number: Dear Building Official: ^� �? certify that I am not required to retrofit the roof to wall connections of my 7 he g because: just valuation for the structure for purpose of ad valorem 1 p rp a orem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ 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) ® 19 rJ 05 C. e/ Signature Print Name viw State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this day of �1 Notary Public, Sate of Florida at.Large • When the Just valuation of the structure for purp#9 of ad valorem Wmffn is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then You must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitlgation. Revised on 5121009 A Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 1,31 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: l� .',a % n e -% Property Address: f b ME Roofing Permit Number: Dear Building Official: I CA o Pi e r— i S, c k certify that I am not required to retrofit the roof to wall connections of my building because: Pffhe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name 1 PEDRO A GODOY 4 _ = Mr COMMISSION 0 EEISN73 MOV IS- State of Florida .y EI(PIRESE County of Dade The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this day of Notary Public, Sate of Florida at Large • When the just valuation of the structure for puiiose of ad valorem taxation Is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Than you must provide a building application from a General Contractor for the Roof to Well connection Hurricane Mitigation. Revised on 5I21i1009 Feb 04 14 02:14p Executive Roofing 3056753169 p.5 PENA, ANGEL M EXECUT1-- - R1:30F°ING INC � zSW 89 STMMT FL 33156 (850) 487 -1395 Congratulatiansl With this license you become one of the Heady �e m�itiion :;; srAx� of !►: AC# -- 6;3 i©,&: Floridians licensed by the Department of Business and Professional Regulation. DE�'>;iz. Our professionals and businesses ra OF'..$VSiiM- aS boxers #o barb from architects to yacht brokers, from - PROFLS:3ONii1I�RSGIII+ArT ION equs restaurants, and they keep Florida's economy strong.°~ »` CCC039795,'._-. 08�a8/�2 12805943 Every dsy we work fo improve the way we do business in order to serve you better. For Information about our services, please tog onto www.myftortdalicens*.com. • i ` :' : ' There you can find more ink m�ation about our divisions and the r ulations that : CBRTIF..Tt332 ROOFING CONTRAG`TOR- s. impact you, subscribe to d , : PENN; � `AXORL X Department's hitiatives. apartment newsletbNs and learn more about the *:- . { l~;BEC, ROOFING ble Our mission at the Ogpartrnent is: License Effeclenily. Regulate Fairiy. We - constantly strive to serve you better so that you can sere your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE s TATV.OF FLQRlDA- _. , DRPARThlE1�1T;' OF '23USIN$88' A� PROFESS: CONSTRIICTZON ZND10'ry RY LI.CEN =at4— aacer;AVt� 31•;: 2t12+� SEQ#Mi20628018Z 7 Feb 04 14 02:14p Executive Roofing a _ JEFF ATWATER CHIEF FINANCIAL OFFICER 3056753169 p.4 ` CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS„ COMPENSATION LAIN CONSTRUCTION INDUSTRY EXEMPTION This certifies that the Individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 6/1212013 EXPIRATION DANE: 6112!2015 PERSON: PENH ANGEI. M FEIN: 592788227 BUSINESS NAME AND ADDRESS: EXECUTIVE ROOFING INC 8022 SW 89 ST MIAMI FL 33156 SCOPES OF BUSINESS OR TRADE: ROOFING -ALL KINDS CONTRACTOR- PROJECT AND DRIVER MANAGER, CO P1AvAw t to chapter44p.o5(74). F.S., an officer of e not recover benefits or �npensawn uroer tit chapter. corporation yy}� elects exemption from this chapter by sling a certificate of eJeCSon trrlder thPs section may of the business or trade ttsw on the nonce of etectfonto be e E nt to Chapter 440.05(12). F.S.. Certificates of election to be ewnpt eledon to be exempt shag be subject to 7evowmn if. at be �' weft to Chaptier 440.0 13 , FS �- aPPiy only within the scope oerHticate no longer meets the any after the filing of fire ) t�lofices of e�CliOn to be exwnpt and oartit'cates of pgdmon Arno l ng mqurretnents of this section for issuance of a g notice or fie 16sta nce of the c:er6frwte, the person r�rrted on the notice or Ve certificate to meat the regutrerrients of this section ate The department shelf revoke a certificate at any time for foam of the DFS- F2 -0WC-25 2 CER I IFICATE OF ELECTIQN TO BE FXEIMF'T REVISED 07-12 QUEST10NS7 {850}493 -1609 Feb 04 14 02:14p Executive Roofing 3056753169 p.3 THIS CERTIFICATE IS ISSUED ASE MATTE R OF INFORMATION LIABILITY INSURANCE N ONLY AND CNFERS NO RIGHTS UPO THECERTIFICATE HOLDER. THIS �a /ao�� CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMD, 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 PRODUCM AND THE CERTIFICATE HOLDER. IMPORTANT: It the certificate holder Is an AODJTMAL INSURED, the pollcy(fes) Iralst be endorsed. If SUBROGATION IS WAIVED, Subject to the terms and condfllone of the P01W, Certain policies may require an endnraement. A statemerN on We certi Icate does not corder rthts to the certificate holder in III of such audomement(s). PRODUCER NAME: ANDYS ASSURANCE AGENCIES PH NE 1441 W Flagler St (305) 642 -8407 Na;(3{15) 693 -5969 KLa=L, FL 33135 as ss:]aretaQand JrA81S{xSat>1Ce.coaL WSU 1 ARIM V2 coaeaAtre NAM INSURED EBJ±CUmm 1ROpFING INC 8022 SW 89 3T. MIAMI,FL. 33156 CQVERA['.ES -=Cyrt I^ 4- .1. n=V404WIV IVVJVIarrn: THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED KWED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCU14ENT CERTIFICATE MAY BE ISSUED OR UAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES WITH RESPECT TO WHICH THIS DESCRIBED EXCLUSIONSAND CONDITIONS OF SUCH POLICIES. LhMM SHOWN HEREIN IS SUBJECT TO ALL THE TEMS. MAY 14AVE BEEN REDUCED BY PAID CLAIM& UOR LTR TYPE OF INSURANCE s pOUDY NURIBER MAttQD ULM QEAtERAi. LbiSd.r(Y 8 EACH OCCUUZRENCE S 1,000,000 PR Is s Ida occurre m s 100 , 000 cOMNIERCIALGI?�IERAL LlaaulTY ClAPAS4 AOE OCCUR MED EJP (ATE are Person) S 5,000 `� CBC10000690102 11/07/13 1Z /07Ji�a PERSONAL &ADIIINJURY S 1 000 OOO G9N9RAL AGGREGATE & 2,00a 000 GEN1 AGGREGATE LMT APPUES PER: X PRO- PRODUCTS • COAAPAOPADO S 1,700,000 PODGY LOC S AUTOMOBILE UAB ILRY J A a acWderd I$ —' OM ALL eo sratEDUtJ� BODILY RQURY (Per person) DITTOS ED BODILY NJURY (Per eoddew)} ; HIf�DAUTOS AUTO �S UIABRELLA LUIS OCCUR EXCESS UAB CLAIM844ADE EACH OCCURRENCE S WED RETENTION S AGGREGATE S WORKERS COWeNSATION E S AND EMPLOYEAT UABILITY YIN V E o>: 0ffl lIMRMWR MCOLUOM MIA EL EACHACMDENT ! 5 IN'sadstwy In NId ItyyaoBg Casaibaunaer OL"aCRIPT101H E.L. DISEASE -EA EMPLOYEES OF OPE(tAT10 below EL. DISEASE - POLICY Ltmrr S DESCRIPTION OF OPERATIONS I LOCATIONSIVBSCLES fA wa.ACORD 101. Addlonal Remarks S:hedtft II more space Is m Mr4M RO0r= f CERTIFICATE HOLDER MIAMI SHORES V ILIAGE BUILDING DEpjjjQdENT 10050 NE 2 AVE. L!1I MI SHORES , FL . 33138 A l�AI'fM w,e! fwwJ w Iw... SHOULD ANY OF THE ABOVE DESCRIBED POLICIES Be CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED R ATiVE I nB At:UKD now and I"a afe mgW"04 marks of ACORD All rights rs?anevlxl Feb 04 14 02:13p Executive Roofing 3056753169 p.2 Local Business Tax Receipt Miami —Dade County, State of Florida THIS IS NOT A BILL — DO NOT PAY �.LBTJ 1777967 13USIAMBS NAME/LOCA ON IMCEIWr NO. EXPIRES EM< TInItOOHNGINC IMME WAL SEPTEMBER 30, 2014 10547 SW 184 TM 1717967 Must be displayod at place of business MUM FL 33157 Punsuantio County Code ChaptarBA- Art ala 10 OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED SCUTIVE ROOFING INC 196 SPECIALTY BUILDING CONTRACTOR By TAX COL LECTOR Wc.. er (s) 9 0795 j $6625 11/14/2013 ' CREDITCARD -14- 003932 Tilts Local Business Tax Receipt onl�yy w Gmm payment oaf the Local Business Taco The Receipt is not a dcense, petdtit, m a certlficadon of !&e haide�s gaalliiceA1100% to do business. Holder must comply with any governmental or aangawnIrmotal regulatory laws and regtdrament s which apply to an busfaess. The RECE P T NO. above mast be dlisplayed mall commercial vehicles — Mia a -Dade Code Sec as —mm For more information, visit rvw giulotn#dade go.r /taxaotiaetor Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 FEBUARY 6, 2014 Permit No: RF14 -219 Buildina Critigue Review 1. FBC. 2010, SECTION 105.3.5,... EVERY EMPLOYER AS CONDITION TO RECEIVING A BUILDING PERMIT, SHOW PROOF THAT IT HAS SECURED COMPENSATION FOR ITS EMPLOYEES AS PROVIDED IN SEC440.10 AND 440.38. FLORIDA STATUTE Ismael Naranjo Building Official Plan review Is not complete, when all Items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. AG Star Construction. Inc. Licensed & Insured - Commercial & Residential. CCC #1329029 - State Roofing Contractor 17555 SW 105th Ave, FL 33157 Phone & Fax: (305) 964 -7502 Mobil: (305) 803 -8048 RE -ROOF PROPOSAL SUBMITTED TO: Executive Roofing, Inc. 8022 SW 89th Street Miami, FL 33156 AM OF: SERVICE FOR: Dianne Fisher 1250 NE 95`h Street Mr. Angel M. Pena Miami Shores, FL 33138 -2550 SCOPE OF WORK. • All re -roof labor included. • Installation of SWS, 30# underlayment with tin caps and rls nails. • Installation of 90# Underlayment, hot mopped. • All roof carpentry — up to 128 lineal feet of work • Roof tile installation with foam adhesive. • All clean roof clean up and debris removal. • All employees cover under General Liability and WC on record. TOTAL CONTRACT: $10,000.00 PAYMENT ARE DUE AS WORK IS IN PROGRESS. MAKE CHECKS PAYABLE TO: AG STAR CONSTRUCTION, INC. Feb 13 14 10:42a Executive Roofing 3056753169 p.3 CERTIFICATE OF LIABILITY INSURANCE 2/11/2014 Producer. Lion Insurance Company 2739 U.S. Highway 19 N. This Cretlfhatle is l"aw as a matter• of ittfortm mon only and Confers; no upon t he Ce"Oka a Holder. TW9 CeritillIcate dots n*arnen4 extend Holiday, FL 34691 or alt rthecoveraseoikadedbythepoliciesbelow. Insurers Affording Coverage RWIC � (727) 938 -5562 xnsurad: South East Personnel Leasing, Inc.: 8 Subsidiaries insurer A: uan Insurance Carnpany 11075 2739 U.S. Highway 19 N. Holiday, FL 34691 insurer e: lnslrerC: insurer D: Insurer E: Coverages Ifts Policies 01 nsurance to ate MEMO= Par Mpow Wd Mdiasna MWM=rtftVmWMWremrttannoracndmmofmy=.t w Udouarrem with respsa to wtdch Ibis cerapcale may be issued or may pertain, an insurtewe afforded by the po wes desrnbed retain is stmerd to alt Ire tw= mcAefan, and ems of such poncies. Aggregate tbMs sroanin may tmme been reduced by paid dWms. ILTRR m o Type of lnstlranc a Policy Number Pdby Date Uffli is (MWDDNY) (MMIDDIYY) EIYERAL L1ASlLl1Y Commercial General LlabUity CIalrlts Made [3 Occur ; i r sash Ocasnance Damage m rerded pran teas (EA occurrence) aced EW aggregate omit applies per: Personal Adv irdury General Aggregate Policy `� Pro)ed I oC 13 t�romuae - CdwwrprOp Agg O M0131LE LIABRMY Cemtaned single Lima Any Auto (VAMoklest) G An Owned Amos �h'MIWy SchedWedAusos (P-P —) G Lured Autos soft � rJort�arodAutos ^rAccidenn PMPWV Damage (PerA clderM EXCESSIUIIIBRELLA Lij%BUj" Each Oaowremo Ocour n ckatns Made 1..1 Deductible � A Workers Compensation and Emptoyms' Liabitlty M 74949 01/0112014 0IM112015 x WC Ststu- tow unrrlis OTH- ER EL Each Acddent Vi.nOt Aw Any pWdeWrffiaMMj0x9MWM oWcarfrnerriber excluded? No If Yes, desrxlbe under specie! prrndslons below. E L Disease - Ea Employee $1.000.000 E.L Disease - Policy Limi& s1,00oow Lion Insurance n is A.M. Best Company rated A- lent AND # 12616 DtG,WAPtdoft of OperatlonWLacaU *nsivohictWE=kmlons added by Endoraenlenilif'3peclal Provisions: Client Uk 3645 -143 Coverage only apPltes to adore errt*M(s) or South East Personnel [easing, Inc. & Subsidiaries Urat are leased to the fogom&ig 'Client Com4,kany'1: AS Star Construobioty I=, Coverage only' aprpges tao lyurles incurred by South East Personnel Leligngr Lim & Substcgaries octive enVdoye*„ whae worldng in: FL. Cnrrerape doh riot apply to statutory gttPloyee(s) or Independent amtramr(s) or the Oent Company or any other enay. A List of the ecpive engrioyee(s) lewd to Ile anent Company can be obtelned by faWng a request to 0727) 937-2138 or by caging (727) 938-5562. PnoJed Nantes FAX 305-M7-M691 ISSUE 0211 -14 (TD) Bodo 212s2o33 tICATB HOLDER GAf�LLA7tdN EXECUTIVE RCIQFINQ INC. aD22 SW 89TH STREET m any or pie spare dMCdbed petides ba cancelled before the mrp UNw dela , the issuing h=xer xAl erWearorm mall oo days wrgmn rwticato are wtaaaeta holder rtw*d w the tM buHagwa to do so shall impose no obAgallon or Ilabafty at mW"epml am maw, or rem. �� - MIAM. FL 33158 Feb 13 14 10:42a Executive Roofing 3056753169 p.2 CERTIFICATE OF LIABILITY INSURANCE 211 1/2014 producer. Lion Insurance Company 2739 U.S. Highway 19 N. This Dertifictta Is Issued as a no tterof Warrtntlon 041Y and conchs no a MP to upon the Cate Holder. This CertMante does not amend, extend Holiday, FL 34691 ` rate' ttecoieraseaftede dbythepalclesbelow. Insurers Affording ONerage NAIC # (727) 938 -5562 bLsitured: South East Personnel Leasing, Inc. & Subsidiaries insurer A: Uan InwWce Company 11075 2739 U.S. Highway 19 N. InstuerE: Insurer C: Holiday, FL 34691 Insurer D: Insurer E: Overages Me doss Of InsuMM fided bedow MOA been issued to ra MR&M named Move for the Policy perw kwftw Mwitistand5v any fagrnronnit, team or caxhwn ef any ocaltrad or afterdefflorm W&- respect to wrddt this certMCete may be last ad or may pertsin, the insurance arrowed by the pollcin desaibed herein is subiex to an the terms, meusions and doncitions of such polida& Aggregate &ft stmwn may have been reduced by pail damns. i LTR ADM I Type of Imurance Policy Number p D P n Units (MM/DDNY) (MM/DD1YY) GENERAL LIABILITY Commercial General Uablfity Claims Made 13 Occur Each occurrence e to rarded parnIsse JEA Occurrence) sled Fri Personal Adv injtryr neraI aggregate runit applies per Geri Amite PdIcY [3 project ❑ LOC Products - CmpPOp Agg OMOBILE LIABILITY combined Sirge Lunt Any Auto (EAAcdd -Q As owned Athos Bid 1*rY 5dwduled Autos (� P -1 Hired Autos Bodily irtm Non-Ow wd Autos (Per Aadderd) Property Damage (PerAccIde* EXCESS/UMSRELLA LIABILITY Each omrar&lca Occur ❑ Cw= Made Deductfbls Aagiregate A Workers Compensation and Lieibllity WC-71M 01/01/2014 01ro1v2015 x we Stahl- to r um is MOTH- ER AV Arty oirrcerlrnember excluded? No If Yes, describe ur spedat juoNsitats below. E.L. Each Atxtdent $1.00.000 E L. Disease - Ea Empinyes 51.000.000 Disease - Policy umils $1.0070oo Other Uon Insurance COEM111282 Is A.M. Beet COM12Mf rated A- Wcelfent ). AM B # 12616 Descriptions of Op onSILOCRtIo lsNohlolosfEx itmlomadded by Endoasamont/Special Provisions: 04st ID: 36-65 -143 Coverage only applies to active CMPtoYM(S) Of South East Petsomrel Using, Inc. & Subskilaries that are leased to Otte following vienrt ocanpaV. A6 Star Consttucllon, Inc. Coverage only applies to iindWas incurred by South East Personnel Leasing, Inc. & 5ubsidlMes active employee(s;, whBe vrbtbM in: FL Coverage dceS Fa applY to statutory employee(s) or h-dependent contractor(s) of the Client Company or any othw ei1UtY. A list 0fthe active employees) leased to the Client Company can be obtatr>ed bV fadeg a request tin, (727) 937 -2238 or by calling (727) 936 -5562. Project Nam FAX 30S756S8721ISSUE 02 -11 -14 (TD) CBRr1FICAY® Fi01.DER CAUCELLATM in VILLAGE OF MAW 04 AES BU LDIN0 DEPARTWNT 1x050 ME 2NDAVEAI(jE &mild any err the above described policies be aaneaired berwe the w0 dtion date dweal, Bra tswM ismaw wig endw" to at" 30 days wrlti n.lo�s� to the oeNfleats iro>der rrersed to the ran but �Otrre to do so" brom rid o�gation cr bbWty of and land upon the insurer; Its agents ormpraina t wee. /} MIAMI SHORES, F1 33139 02/20/2014 15:11 FAX 1 800 683 7530 DATA SCAN FIELD SERVICES * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO RECIPIENT ADDRESS DESTINATION ID ST. TIME TIME USE PAGES SENT RESULT Miami hol'�S $ila e 9 Orl� uilding Department Miami Shur ;.ts. f -brida 2 t «F: (305) 795.2204 FEBUARY 5, 2014 Perrr;it No: RF14 -219 4365 93056753169 02/20 13:10 00'47 1 OK IBuii in Crifl ye Beview rA1001 1. FBC. 2010. SECTION 105.3.5,... EVERY EMPLOYER AS CONDITION TO RECEIVING A BUILDING PERMIT, SHOW PROOF THAT IT HAS SECURED COMPENSATION FOR ITS EMPLOYEES AS PROVIDED IN SEC440.10 AND 440.38. FLORIDA ST A ; UTE Ismael Nerenlo Building Official Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 FEBUARY 6, 2014 Permit No: RF14 -219 Building Critique Review 1. FBC. 2010, SECTION 105.3.5,... EVERY EMPLOYER AS CONDITION TO RECEIVING A BUILDING PERMIT, SHOW PROOF THAT IT HAS SECURED COMPENSATION FOR ITS EMPLOYEES AS PROVIDED IN SEC440.10 AND 440.38. FLORIDA STATUTE Ismael Naranjo Building Official Plan review Is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. K SUBSTANTIAL IMPROVEMENT FE8 0 �At4 OR SUBSTANTIAL DAMAGE CONTRACTOR'S SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT Property Address: Contractor's Name: Contractor's Company Name: �- Contractor's Address eJ )-Z - S GJ � � di � � /�10/ Contractor's Phone Number: 3 ®F S �7 *--d& -?-b Contractor's State Registration or Certification Number: Contractor's We Registration Number (if applicable): I hereby attest that I, or a member of my staff, personally inspected the subject property and produced the attached itemized list of repairs, reconstruction and/or remodeling which are hereby submitted for a Substantial Damage or Substantial Improvement Review. The list of work contains ALL OF THE WORK TO BE CONDUCTED on the subject property. If the property sustained Substantial Damage, this list of Work, will return the structure to at least its condition prior to damage and bring the structure into compliance with all applicable codes. I further attest that all additions, improvements or repairs proposed for the subject building are included in this estimate and that neither I nor any subcontractor or agent representing me will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF LL o A % AA. COUNTY OF �t l .a ,,�.. O & d 4 Before me this day personally appeared to 4 who, being duly swom, deposes and says tha h she has read, understands, and agrees to comply with all the aforementioned con M0'Rr—_ Co ctor's Signature/' Sworn to and subscribed before me this gff day of Notary Pil13?ic Slate -of: My commission expires 0AflOR10P �•• i Application Number Cost Estimate of Reconstruction / Improvement 20(�_ This cost estimate of reconstruction /improvement must be prepared by and signed by the contractor or by the owner if the owner acts as the contractor. Owners who act as their own contractors must estimate their labor cost at the current market value for any work they Intend to perform. Sub - Contractor Bids Contractor o • Owner CPI Estimates �Z7 ®o0' Bid Amounts (see note "D") 1. Masonry 2. Carpentry Material (rough) 3. Carpentry Labor (rough) 60 Roofing 5. Insulation and Weather -strip 6. Exterior Finish (stucco) 7. Doors, Windows & Shutters 8. Lumber Finish 9. Hardware 10. Drywall 11. Cabinets (Built -in) 12. Floor Covering 13. Plumbing 14. Shower/Tub/Toilet 15. Electrical & Light Fixtures 16. Concrete 17. Built -in Appliances 18. HVAC 19. Paint 20. Demolition & Removal 21. Overhead & Profit Material , Labor Costs Costs —L( (Z� O� ' - * /4, coo' : Florida Building Code Edition 2010 High VeWty Hurricane Zone Uniform Permit Appkaft Form, HIGH- VELOCITY HURRICANE ZONES Section A (General Information) Master Permit No. Process NQ. Contractor's Name ec u_ Job Address ROOF CATEGORY s • ,Low Slope ❑ Mechanically Fastened Tile esive Set Tile i;►sphalttc ❑ Metal PaneUShingles gtiodig as Shakes 'Shingies • ❑ Prescriptive BUR -RAS 150 ROOF TYPE • la New Roof 16/Reroofing ❑ Recovering Repair ❑ pa 13 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow wentiry dimensions of elevated pressure zones and location of parapets. t •: • • • •' • 0 • 2010 FLORIDA BUILDING CODE —RE Miar>id Shores'•1%+llag ; . APR® ED :•BY i - d3A'1'E -! ZONING Rpt , • '- ®LDG D PST ' . ti �'i A� SUBJECT 10 COMPLIANCE WITH' ALL FEDERAL.. • .1 STATE AN rCQUNTY RULES ANq RFgyLATIONS ' t •: • • • •' • 0 • 2010 FLORIDA BUILDING CODE —RE ' i.j a •' s • m:• • 0 0 t •: • • • •' • 0 • 2010 FLORIDA BUILDING CODE —RE isle Roof System MAN e Miami -Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer: EAGLE ROOFING PRODUCT LLC Notice of Acceptance Number (NOA): 12- 0430.04 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1 • -39.1 P 2• -68.1 p 3; Maximum Design Wind Pressures, (From the NOA Specific system): - 31.3 psf Fill In the speciflc roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Roof Slope: 4 "712" Roof Mean Height: 16 ft. Method of Tile Attachment: — Adhesive, 2 Small Paddy Polyfoam Polypro- Alternate Method of Tile Attachment per NOA: NA Drip Edge Size & Gauge: —3" face 26 ga. -- Drip Edge Material Type: °Galvanized Metal-- Drip Edge Fastener Type: 1 -1/4" RS NAIL 4 "OC Hook Strip /Cleat gauge or weight: — Select Hook Strip — Deck Type: —5/8" Plywood— Optional Insulation: NA Optional Nailable Substrate: NA Optional Nailable Substrate Attachment: NA Basesheet Type: ASTM FELT D226 30# Fastener Type for Basesheet Attachment: 1 -1/4" RS NAIL & TIN CAP Tile Underlayment (Cap Sheet) Type: TAMKO AWAPLAM 170 Tile Underlayment Attachment Method: HOT MOP ASPHALT Tile Profile: EAGLE GOLDEN EAGLE FLAT CONCRETE ,Section E , MIAMmum . "Delivering Excellence Every Day- Miami-Dade County HVHZ Electronic Roof Permit Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P 1: 39.1 X X 0_278 = 10.87 - Mg; 7.59 = Mr1: 3.28 5 31.3 NOA Mf P 2: 68.1 X X I_q.2T" = 18.93 - Mg; 7.59 = Mr2: 11.34 I 5 31.3 NOA Mf P 3: 100.7 X X 1_.278_ _ = 27.99 - Mg: 7.59 = Mr3; 20.40 5 31.3 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" 4. 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 far - each area of the roof, then the file attachment method is acceptable. P1: X I: = X w: _ - W: = X cos 9: = Fri: 5 NOA F' P2: X I: = X w: _ - W: = X cos 9: = Fr2: 5 ® NOA F P3: X I: _ . X cos 8: = Fr3: 5 NOA F Where to Obtain Information to complete tile calculations 3 - r- ' A Where to Find Description Symbol Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional Design Pressure P1 or P2 or P3 engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 6 Job Site Aerodynamic Multiplier Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval (NOA) _ Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions - I length Product Approval (NOA) 3 w =width 3 - r- ' A sectiolh C Miami -Dade County HVHZ Electronic Roof Permit Form r Section C Page (Low Slope Roof Systems) "[7eliveriitg Excellence Every Day" Fill in the speciflc roof assembly components. if a component is not required, insert not applicable (Wa) in the text box. Top Ply: ROOF SYSTEM MANUFACTURER: GAF GAF MINERAL CAP SHEET Product Approval (NOA): 13- 0424.09 System Type:. Top Ply Fastening / Bonding Material: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (131) Field: -42.8 psf (P2) Perimeters: -71.7 psf (P3) Comers: -108.0 psf Maximum Design Pressure From NOA: -52.5 psf Roof Slope: 0.50 11:12 Roof Mean Height: 14 ft. Parapet Walls: 0 No 0 Yes Parapet wall Height: ft. Deck Type: —518" Plywood — Support Spacing: NA J " o/c Alternate Deck Type: I NA Existing Roof: SAME Fire Barrier. NA Vapor Barrier: NA Anchor Sheet: NA Anchor Sheet Fastener / Bonding Material: NA Insulation Base Layer Size & Thickness: NA Insulation Base Layer Fastener / Bonding Material: NA Insulation Top Layer Size & Thickness: NA Insulation Top Layer Fastener / Bonding Material: NA Base Sheet(s) & No. of Ply(s): GAF GLASSBASE 75# (1) PLY Base Sheet Fastener / Bonding Material: 1 -1/4" RS NAIL AND TIN CAP 1 -5/8" Ply Sheet(s) & No. of Ply(s): GAF PLY IV (2) PLIES Ply Sheet Fastener / Bonding Material: HOT MOP ASPHALT HOT MOP ASPHALT Surfacing: GRANULES SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: NA Single Ply Sheet Width: rN7A " 1/2 Sheet Width: rN7A " No. of Single Ply. 1/2 sheets: EI Single Ply Membrane Fastening / Bonding Material: NA ✓(] FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: r97 " o/c @ Laps & � rows O " o/c 2. Perimeter. a " o1c @ Laps & F7 rows r67 " o/c 3. Comer. r67 " o/c @ Laps & r47 rows r67 " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: rN7A 2. Perimeter. rN7A 3. Comer. NA Insulation Fastener Type: NA WOOD NAILER TYPE AND SIZE: I1 "X8" FASCIAL I Wood Nailer Fastener Type and Spacing: #12 WOOD SCREW EDGE & COPING METAL SIZES: Edge-Metal Material: —Galvanized Metal — Edge Size: —3" face 26 ga. - Hook Strip Sae: r SELECT EDGE METAL HOOK STRIP SIZE — Edge Metal Attachment: 1 -1/4" RS NAIL 400C Coping Material: — SELECT PARAPET WALL COPING MATERIAL — Coping Size: I — SELECT COPING METAL SIZE OR THICKNESS — Hook Strip Size: --SELECT COPING METAL HOOK STRIP SIZE — Parapet Coping Metal Attachment: NA Insulated Nailable Deck With Edge Mailer MIAMNQADE °Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Illustrate Components Noted and Details as Applicable: Top Fly Interplies 15 Base Sheet t Anchor Sheet ' t Roof Deck J Base Layer of Insulation Top Layer of Insulation • a � 4 k Roof Mean Height: 14 ft. Drip Metal: 13X3 GALV 26G Continuous Cleat: NA Surfacing: GRANULES Top Ply: GAF MINERAL CAP SHEET Drill Metal Coi>ttinuous Cleat Wood Nailer Interplies: GAF PLY IV (2} PLIES Base Sheet: GAF GLASSBASE 75# Top Layer of Insulation: NA Base Layer of Insulation: NA Wood Nailer: 1 X 8 FASCIAL BOARD Wood Nailer Fastening: 8D NAIL @ 16" Anchor Sheet: N/A Deck Type: PLYWOOD 5/8 ¢yrV.tk1JVU - nVVAAj %.ayowuia The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of ' /: -in. minimum thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. The use of polystyrene Insulation board between minimum % -In. thick perlite board and deck with rosin paper (perlite/rosin paper /polystyrene /perlite) is a suitable alternate for poiyisocyanurate board in the following Class A, B or C systems. "EnergyGuardO RA" or "Tapered EnergyGuardO RA" or "Energy Guard@ Composite RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". "GAFGLASO #BO Premium Base Sheet" may be used in any of the following systems. "GAFGLAS@ Flex Ply 6" and `Tri -Ply@ Ultra- Flexible Ply 6" are suitable alternates to "GAFGLASO Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite Insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 21/2 to 3- gal /100- ft2. "Ruberoid@ Dual Smooth" may be used as an alternate to "Ruberoid@ Mop Smooth" or "Ruberoid@ 20" or "Ruberoid@ 20 HT" "Ruberoid@ Mop Smooth 1.5" may be used as an alternate to "Ruberoid@ Mop Smooth" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid@ Heat Weld" SBS roofing membrane may be used in lieu of " Ruberold@ Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional)- - One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or plyiShpeehi�aree or more plieseType GI or "GAFGLAS@ Ply 4" or "Trite -P -Ply@ Ply or "GAFGLASO Ply 6t hot mopped, any thickness. Surfacing: — Gravel. 2. Deck. C -15/32 Incline: 2 Insulation (optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber / polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 or "GAFGLASO Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLASO Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or •"Tri -Ply@ Mineral Surfaced Cap Sheet " or "GAFGLAS@ EnergyCap— ' BUR Mineral Surfaced Cap Sheet." 3. Deck: NC Incline: 2 Insulation (optional): — One or more layers periite, wood fiber, glass fiber, polyisocyanurate, urethane, periite /polyisocyanurate composite, perlite /urethane composite, wood fiber / polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type GI "GAFGLAS@ Ply 4 ", " rri-Ply@ Ply 4" or "GAFGLAS@ Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Trl -Ply® Mineral Surfaced Cap Sheet" or "GAFGLASO EnergyCap— BUR Mineral Surfaced Cap Sheet." 4. Deck: C -15/32 Incline: 1 Slip Sheet (optional): — Red rosin paper, nailed to deck. Insulation (optional): — Any thickness periite or wood fiber or glass fiber or polyisocyanu rate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL, Classified insulation adhesive. Base Sheet. — One ply Type G2 "GAFGLASO #75 Base Sheet" or "Tri-PlyO #75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies Type GI "GAFGLASO Ply 4" or "Tri-Ply@ Ply 4" or GAFGLAS@ Ply 6 ": Cap Sheet: — One ply Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri-Ply@ Mineral Surfaced Cap Sheet" or "GAFGL.AS® EnergyCap— BUR Mineral Surfaced Cap Sheet." Surfacing (optional): — "TOPCOAT@ EnergyCoteTM" applied at a rate of 2 -gal /100 -ft2. 5. Deck: NC Incline: 3 TQlPYT /IFRAMR /chownaLre.html ?name =T... 2/23/2012 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 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. 1. Aesthetics Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic Issues such as color-or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. _Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. 9-0 Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. 0 posed 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 provides the option of maintaining the appearance. 5. V ® Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. _ Overflow scups (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It maybe beneficial to consider additional venting which can result in extending the se 'ce life of the roof. 0hK 0buffiVffs Signature Date Con ctor Signature Date Revised on 71912009 LD NIAW MIAMI -DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 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.miam1dade.g2y/ 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 PERA - 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. PERA 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 F Wing Code including the High Veloc' cane Zone of the F on ,JWN: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Ogle Low Profile Concrete Tiles LABELING: Each un shall bear a permanent label with the manufacturer's name or logo, ci to and following statement: "Miami -Dade Co pprove ass o RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA# 11- 0321.02 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. 6' NOA No.:12 -0430.04 E piration Date: 10 /05/16 A roval Date: 08/02/12 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete 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 Applicant Dimensions Specifications Description Bel Air Concrete Tile L = 17" TAS 112 Flat profile concrete roof tile equipped with two W =12 ' /4" nail holes. For adhesive set, direct deck or Thickness = %2" battened nail -on applications. Bel Air Double Eagle L = 17" TAS 112 Flat profile concrete roof tile equipped with two Concrete Tile W= 12 1/4" nail holes. For adhesive set, direct deck or Thickness ='h" battened nail -on applications. Ponderosa Concrete Tile L = 17" TAS 112 Flat profile concrete roof tile with slate finish W = 12 V4" equipped with two nail holes. For adhesive set, Thickness = V2" direct deck or battened nail -on applications. Ponderosa Double Eagle L = 17" TAS 112 Flat profile concrete roof tile with shake finish Concrete Tile W= 12 %4" equipped with two nail holes. For adhesive set, Thickness = %z" direct deck or battened nail -on applications. Golden Eagle Concrete L = 17" TAS 112 Flat profile concrete roof tile brushed finish Tile W= 121/4" equipped with two nail holes. For adhesive set, Thickness =' /2" direct deck or battened nail -on applications. Trim Pieces 1= varies TAS 112 Accessory trim, clay roof pieces for use at hips, w = varies rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. NOA No.: 12-0430.04 MuuHaou�e CouN7sr Expiration Date: 10/05/16 Approval Date: 08/01/12 Page 2 of 10 2.1 EVIDENCE SUBMITTED: Test Aaencv Test Identifier PRI Asphalt Technologies ERPF- 001 -02 -01 Redland Technologies 7161 -03 Appendix III Redland Technologies 7161 -03 Appendix III Redland Technologies 7161 -03 Appendix 11 Redland Technologies P0402 Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc, Walker Engineering, Inc. Letter Dated Aug. 1, 1994 P09647 -01 94 -084 25- 7094 -(2, 5, & 8) 25- 7183 -(5 thru 6) 25- 7214 -(1, 5, & 8) 25- 7487 -2 25- 7496 -(1 & 4) 25- 7804 -6 520109 -1 520111 -4 520191 -1 Calculations Calculations Test Name/Reuort TAS 112 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments Due to Gravity Date Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 Aug. 1994 May 1994 Oct. 1994 Feb. 1995 March, 1995 Dec. 1995 Dec. 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 Sep. 2006 NOA No.:12 -0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 3 of 10 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 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. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles 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 Welght -W (lbf) Length -1(ft) Width -w (ft) Bel Air, Bel Air Double Eagle, 11.4 1.42 1.03 Ponderosa, Golden Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Table 2: Aerodynamic Multipliers - A (ft ) Tile Profile A (ft) A Batten Application Direct ck li ion Bel Air, Bel Air Double Eagle, 0.301 0.278 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile NOA No.: 12-0430.04 Expiration Date: 10 /05/16 Approval Date: 08/02/12 Page 4 of 10 Table 3: Restoring Moments due to Gravity - M9 (ft -lbf) Tile 3 ":12" :12" 5 91:12" 6 ":12" Greater than Profile 30.9 38.1 17.2 Air Double Eagle, Ponderosa, Golden 7 ":12" Bel Air, Bel Air Battens Direc 2 -10d Smooth or Screw Shank Nails 14.0 Battens Direct Battens Direct Battens Direct Double Eagle, 2 #8 Screw Deck 51.7 Dec Double Eagle Flat Tile Deck 24.3 Deck 24.2 Deck Ponderosa, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Golden Eagle, 2 -10d Ring Shank Nails 50.3 65.5 48.3 1. Installation with a 4" tile headlap and fastemers are located a min. of 2'/" from head of tile. Ponderosa Double Eagle Flat Tile Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19132" plywood) Battens Bel Air, Bel 2 -10d Ring Shank Nails 30.9 38.1 17.2 Air Double Eagle, Ponderosa, Golden 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 Eagle, Ponderosa 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 Double Eagle Flat Tile 1 -10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails 50.3 65.5 48.3 1. Installation with a 4" tile headlap and fastemers are located a min. of 2'/" from head of tile. NOA No.:12 -0430.04 Expiration Date: 10 /05/16 Approval Date: 08/02/12 Page 5 of 10 Table 5: Attac s Moment Mt (ft -lbf) for Two Patty Ad Tile Tile Profile achment Minimum Attachment Profile Reslsta Bel Air, Bel Air Double Eagle, Adhesive 31.3 Ponderosa, Golden Eagle, Ponderosa 3M 2- Component Foam Roof Tile Adhesive AH -160 40.4 Double Eagle Flat Tile Ponderosa Double Eagle Flat 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 31VITm 2-Component Foam Roof Tile Adhesive AH -160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft4bf) for Mortar Set Systems for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Application Resistance Resistance Bel Air, Bel Air Double Eagle, 3M 2- Component Foam Roof Tile Adhesive AH -160 118.9 3M 2- Component Foam Roof Tile Adhesive AH -160 40.4 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 3 Large paddy placement of 45 grams of Pol ProTm. 4 Medium paddy placement of 24 grams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft -lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Mortar Set 43.9 Eagle, Ponderosa Double Eagle Flat Tile 5 Tile -Tite Roof Tile Mortar. NOA No.:12 -0430.04 M�AMEDADe �� Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 6 of 10 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". milk EAiiLEI-7 FLORIDA BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TELE) 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. NOA No.:12 -0430.04 MIAMFDADE COUNTY Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 7 of 10 PROFILE DRAWING BEL AIR BEL AIR DOUBLE EAGLE NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 8 of 10 - 9L'°w. PONDEROSA PONDEROSA DOUBLE EAGLE f- NOA No.: 12-0430.04. Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 9 of 10 �S GOLDEN EAGLE END OF THIS ACCEPTANCE NOA No.:12 -0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 10 of 10 MIAM A MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov /economy 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 Cour}ty 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 ap rove d has been designed to comply with the Florida Building Code includin 1gh Velocity Hurricane Zone e€the�Y Code. DES RIPTION: 3MTm 2- Component Foam Roof Tile Adhesive AH -160 LABELING: ac name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 12- 0228.18 and consists of pages 1 through 11. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 1, of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2- Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Descriotion Snecifications 3MTM 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 N/A Dispensing Equipment 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 moment resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Property Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional. Stability ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.61bs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ff 3.1 Penn / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @1580F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. UliD APPROVED NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 2 of 11 EVIDENCE SUBMITTED: Test Aeencv Test Identifier Test Name/Reaort Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 Trinity Engineering 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 ASTM D 1623 04/18/12 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 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 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. raAr�anamecountn JAPPROVE 3. 3M 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 4. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 5. Roof Tile manufactures acquiring acceptance for the use of 3Mm 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 6. 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. NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 3 of 11 INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof file assembly having a current NOA that lists uplift 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, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 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 RTF1000 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. NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 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 3MT" 2- Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No:: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 5 of 11 cement underlayment 1'i optional lohu Eave Closure ADHESIVE PLACEMENT DETAIL # 1 'addy(BeneathINS) Flat/Low Profile Tile Nall through plastic (when required) Paddy (Beneath Tito) IUnderlayment J ° 101n x 2In. wide Battens optional ° Is Save course Fascia Weephole Dri e 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the Overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. NOA No.: 134502.02 Expiration Date: 05110117 Approval Date: 12/12/13 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Flat/Low Profile Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the file closest to the overlock of the file being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm) 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. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the file closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the file closest to the overlock of the file 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 nextpage) NOA No.: 13- 0502.02 Expiration Date: 05 /10/17 Approval Date: 12/12/13 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Na(1 through plastic (when required) Paddy (Beneath Tile) underlayment ia 7 in. Bat:am optional , o iiave Course Fasda Weephole 101n. 21n. Eave closure Drip edge 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 tile being set. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm) - 19 (122.6 cm) square inch adhesive contact with the underside of the tile. NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12 /12/13 Page 8 of 11 ADHESIVE PLACEMENT DETAII. # 3 Madlun PteAleTllo 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17 -23 in2 (109.7 -148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x I" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8 -9 in2 (51.6 -58.1 cm) of adhesive contact with the underside of the file. (Instructions continued on next page) NOA No.: 134502.02 Expiration Date: 05/10117 Approval Date: 12/12/13 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) IAPPROVED� 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the flrst course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71 cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 10 of 11 1) Place enough adhesive to achieve ds to 701 In contact with the pan tile. 2) Turn covers upside down. Place adhesive In to 1 In. f om outside edge of cover tile. Then install the tile. Ensure 20 to 25s% In. contact area 1 Underiayment Eave closure (motarshown) Fascia ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep pitch applications (when required) point -up Mortar on bngitudhwl edgesoftile Remove top portion of the eave course corer tBe.Abut to second course of pan tiles. Ensure eave end of pan and ewer tiles are flush at eave Ihm Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. 3. Turn covers. upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) 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) milers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 11 of 11 =mw MIAMI -DADS COUNTY �J�1 PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION. T (786)315 -2590 F (786) 31525 -99 NOTICE OF ACCEPTANCE fNOA) w",mlamidadexov/°era TAMKO Building Prodne% Inc. P.O. Boat 1404 220 West 4" Street Joplin, MO 64801 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AW). 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. PERA 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 pr is approve as ' ed herein, and has been designed to comply with the Florida Building Koincluding the H' + H ' e Zone of the Florida Building Code. CRIPTION: Tarako Underlayme S h unit s a t label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 08- 1008.04 and consists of pages 1 through 6. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 12- 0406.07 E iration Date: 07/05/17 t�w►oe court tr A royal Date: 064112 Pa 1 of 6 ROOFING COMPONENT APPROVAL Cate r : Roofing Sub- Caienorv: Underlayment Material: SBS SCOPE: This approves Tamko Underlayments, as described in this Notice of -Acceptance, designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specificatlon DescrAption TW Metal and Tile 39 -3 /s" wide TAS 103 Flexible, self-adhering rubberized asphalt Underlayment ASTM D 1970 sheet material with a polymer surface for use Manu, factoring Location #1 as an underlayment in sloped roof assemblies. May be used as a secondary waxer barrier for full -roof coverage or, when out into appropriate width strips, for taping sheathing joints. Moisture Guard Plus 39-W' wide ASTM D 1970 Flexible, self - adhering rubberized asphalt Manufacturing Location #1 sheet material with a granular surface for use as an underlayment in sloped roof assemblies. May be used as a secondary wafter barrier for full -roof coverage or, when out into appropriate width strips, for taping sheathing joints. TW Underlayment 39-3/s" wide ASTM D 1970 Flexible, self - adhering rubberized asphalt Manufacturing Location #2 sheet material with a polymer surface for use as an underlayment in sloped roof assemblies. May be used as a secondary water barrier for mull -roof coverage or, when out into appropriate width strips, for taping sheathing joie. Awaflex 39 -3 /e" wide TAS 104 SBS modified cap sheet with a non- woven Manufacturing Location #1 polyester mat saturated with asphalt, coated on both sides with SBS rubber modified malt and surfaced with ceramic granules. Applied in hot asphalt. Awaplan 17C 39 3/s" wide TAS 104 A polyester reinforced SBS modified Manufacturing Location #1 bitumen membrane surfaced with granules. Applied in hot asphalt. NOA No.: 12- 0406.07 Expiration Date: WOW Approval Date: OVUM Page 2 of 6 MANUFACTURING LOCATION: 1. Joplin, MO 2. Columbus, KS NOA No.: 12- 0406.07 Expiration Date: 07/05!17 Approval Date: 06/21/12 ` ' Page 3 of 6 Test Product Product imend Specification RescrlWou Awaplan Premium? 39 -9 /s" wide TAS 104 A polyester reinforced SBS modified Manufacturing Location #1 bitumen membrane surfaced with granules. Applied in hot asphalt. Tamko SA Base 39 -3/e" wide ASTM D 1970 A fiberglass- reinforced self- adhering SBS Manufacturing Location #1 modified bitumen membrane with a polymer film on the surface and a removable treated split release film on the adhesive side. Shall only. be mechanically *,stened to wood deck. Direct adhesion to wood deck not permitted in the EWHL Do Not Remove Release Fllml Tamko SA Cap 39 -3 /s" wide ASTM D 6164 A dual - coated SBS - modified cap sheet with Ml as 4facturing Location #1 a nonwoven polyester mat surfaced with ceramic granules and a split removable release film on the adhesive side. EVIDENCE SUBMITTED: Test Angina Test Identifier Test NW /Resort Date Exterior Research & Design, LLC 4448.12.01 -1 TAS 103 12119/2001 4448.05.02 -1 TAS 103 05/29/2002 Trinity 1 ERD T11090.09.08 TAS 117(B)/ TAS I I4(C) 09/18/08 PRI Asphalt Technologies, Inc. TAP - 058 -02 -01 TAS 103 04/30/02 TAP -058 -02 -02 TAS 103 05/23/02 TAP - 191 -02 -01 ASTM D 1970 11/16/07 TAP- 192 -02-01 ASTM D 1970 11/13/07 TAP -193 -02-01 ASTM D 1970 11/16/07 TAP- 207 -02-01 REV TAS 104/ ASTM D 4798 12/10/08 TAP - 185- 02 -OIREV ASTM D 6164 11/06/08 TAP - 196 -02 -01 ASTM D 1970 01/09/08 MANUFACTURING LOCATION: 1. Joplin, MO 2. Columbus, KS NOA No.: 12- 0406.07 Expiration Date: 07/05!17 Approval Date: 06/21/12 ` ' Page 3 of 6 APPROVED ASSEMBLIES: Deck Type 1: Wood, Non - insulated Deck Description: "/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened-to deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type U or ASTM D 2626 with a. minimum 4" side lap and a 6" and lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.o. at the laps and two staggered rows 12" o.c. the Meld of the roll. Membrane: One or more plies of TW Metal and Tile Underlayment with a minimum 4" side lap and 6" and lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with TW Metal and Tile Underlayment is acceptable. When used in Tile roof systems the capsheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Surfacing: Approved Mechanically Fastened Tile or Metal Roofing Assembly or Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. Deck Type 1: Wood, Non - insulated Deck Description: " /32" or greater plywood or wood plank System E(2): Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of Moisture Guard Plus with a minimum 3.5" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with Moisture Guard Plus is acceptable. Surfacing: Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. Deck Type 1: Wood, Non - insulated Deck Description: "/n" or greater plywood or wood plank System E(3): Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved-annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. . Membrane: One or more plies -of TW Und+er ymei:t with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the save, rolling the membrane to obtain maximum contact Remove the release liner as the membrane is applied. Vertical strapping of the roof with TW Underlayment is acceptable. Surfacing: Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. NOA No.: 12- 0446.07 Expiration Date: 07/06/17 Approval Date: 06/UM Page 4 of 6 Deck Type 1: Wood, Non - insulated) Deck Description: 19/32" or greater plywood or wood plank System I9(4): Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of Awaflex, Awaplan 170 or Awaplan Premium applied at a right angle (90) to the slope of the deck adhered in a Rill mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bsJsq. Vertical strapping of the roof with Awaflex, Awaplan 170 or Awaplan Premium underlayments is acceptable. When used in Tile roof systems the capsheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Surfacing: Approved Mechanically Fastened or Adhered Tile or Metal Roofing Assembly or Approved Roofing Assemblies where an TAS 104 underlayment is allowed. Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank System E(S): Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: One or more plies of Tamko SA Base with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Shall only be mechanically fastened to wood deck. Direct adhesion to wood deck not permitted in the HVBZ. Do Not Remove Release Filml Membrane: One or mote plies of Tamko SA Cap with a minimum 4" side lap and 6" and lap. Place the first course of membrane parallel to the cave, rolling the membrane to obtain maximum contact with base sheet. Remove the release liner as the membrane is applied. Vertical strapping of the roof with Tamko SA Cap underlayment is acceptable. When used in Tile roof systems the capsheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed Surfacing: Approve! Mechanically Hastened Tile or Metal Roofing Assembly or Approved Roofing Assemblies where an ASTM D 6164 membrane is allowed. NOA No.: 12- 0406.07 Expiration Date: 07 /05/17 Approval Date: 06/21/12 Page s of 6 . 1 GENERAL LE IITATIONS: I . Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Tamko Underlayments shall be installed in strict compliance with applicable Building Codes. 3. All Tamko Underlayments shall be applied to a smooth, clean and dry surface with deck free of irregularities. Deck shall be fastened in strict compliance with applicable Building Codes. 4. All Tamko Underlayments shall not be applied over an existing roof membrane as a recover system but may be applied over an approved roofing Base/Anchor sheet underlayment. 5. TW Metal and Tile Underlayment, Moisture Guard Plus, TW Underlayment, Tamko SA Base & Tamko SA CAP shall not be left exposed as a temporary roof for longer than 30 days of application. 6. Awaflex, Awaplan 170 and Awaplan Premium shall not be left exposed as a temporary roof for longer than 180 days of application. 7. The standard maximum roof pitch for Awaflex, Awaplan 170 and Awaplan Premium shall .be 6:12 for flat tile installation and 6:12 profiled tiles with lugs. 8. The standard maximum roof pitch for TW .Metal and Tile Underlayment and Tamko SA CAP shall be 4:12 for flat tile installation and 4 :12 profiled tiles with lugs. 9. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 10. Tile storage shall be on a battened roof deck when the underlayment slope limit (See #7 & #8 above) is exceeded. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of the directly on the underlayment. 11. The Tamko Underlayments may be used with any approved roof covering Notice of Acceptance listing the Tamko Underlayment as a component part of an assembly in the Notice of Acceptance. If Tamko Underlayments are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fine testing results. 12. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 13. 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. For ridge applications, center the membrane and roll from the center outward in both directions. 14. For the self adhered membranes roll or broom the entire membrane surface so as to have 100% contact with the base sheet, giving special attention to overlap areas. 15. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of.Acceptance and applicable Building Code. 16. All protrusions or drains shall be initially taped with a 6" piece of approved Tamko Underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of the same Tamko Underlayment shall be applied over the taped underlayment. 17. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. cam �A =PP ROV[D END OF THIS ACCEPTANCE NOA No.: 12- 0406.07 Expiration Date: 07/05/17 Approval Date: 06/21/12 Page 6 of 6 . • CjF: S f MIAMI -DADS COUNTY M1UAkMFnMqX 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.mismidade.gov /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 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. u[uct is approved as described herein�an �edto com ply with the Florida Building Code the High Velocity Hurricane Zone of nda Building C`�.� DESCRIPTION: GAF Conventional Built -Up Roof System for Wood LABELING: Each unit shall bear a permanent label with the manu er's name or logo, city, state and following statemen . ess otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 07- 1219.09 consists of pages 1 through 17. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13- 0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 1 of 17 i , Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShieie Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base sheet: GAFGLAS" #80 UltimaTM Base Sheet, Stratavene EliminatorTM Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat- WeldTM Smooth or Ruberoid® SBS Heat - We1dTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® F1exPlyTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) APPROVEDI GAFGLAS® Ply 4, GAFGLAS® F1exP1yTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Team #12 Fastener or Drill -TecTM #14 and Drill - TecTM 3" Steel Plate, Drill -TeJM AccuTrac® Flat Plate or Drill -Tedw AccuTraco Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. am mum Design Pressure —4S psf, See General Limitation #7) GAFGLAS® Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above base sheets ttached to deck with approved annular ring shank nails and tin caps at a fastener spacin f 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GLAS® #80 UltimaTM Base Sheet, Ruberoid ®20, Ruberoid® Mop Smooth, base sheet attached to deck with approved 1'/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS' #75 Base Sheet or any of above base sheets attached to deck with Drill -TecTM #12 Fastener or Drill -TecT #14 Fastener and Drill -Team 3" Steel Plate, Drill -Team AccuTrac® Flat Plate or Drill -Team AccuTrac® Recessed Plate 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Team insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) NOA No.: 13 -0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 15 of 17 GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -TecTM #12 Fastener or Drill -TecTM #14 Fastener and Drill -TecTM 3" Steel Plate, Drill -TecTM AccuTraco Flat Plate or Drill -TecTM AccuTrae Recessed Plate 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. (Madmu essur — ee General Limitation #7) Ply Sheet: ® AFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs. /sq. Cap Sheet: (Optional ne ply of GAFGLAS' Mineral Surfaced Cap Sheet )r GAFGLAS® EnergyCap n a Il mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs. /sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 1. Gravel or slag applied at 4001bs. /sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 601bs. /sq. 2. Topcoat® Surface Seal SB applied at Ito 1.5 gal. /sq. Maximum Design Pressure: See Fastening Above NOA No.: 13- 0424.09 Expiration Date: 11/04/14 Approval Date: 10131113 Page 16 of 17 e s i fn WOOD BECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex PlyTm 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" Dens DeckTM Roof Board or 1/2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation 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 sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psE 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13- 0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 17 of 17