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RF-14-965r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 212300 Permit Number: RF -5 -14 -965 Scheduled Inspection Date: June 20, 2014 Inspector: Rodriguez, Jorge Owner: IZQUIERDO, NICOLAS Job Address: 78 NE 101 Street Miami Shores, FL Project: <NONE> Contractor: AGUIRRE'S ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number (786)231 -5339 Parcel Number 1132060131330 Phone: (786)231 -5339 Building Department Comments RE -ROOF TILE AND FLAT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. June 19, 2014 For Inspections please call: (305)762-4949 Page 5 of 20 s A-1 ENONNEASIG 7068 SW 44m Street Miami, FL 33155 TN: 788 - 398.9179 Fair 788.800 -2627 ractin_agiCar+r i�rr sLconi LAB CERTIFICATION #10-0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST — TAS #106 Roofing Contractor AGUIRRE ROOFING Job Address 78 NE 101 ST MIAMI SHORES, FL Owner's Name NICOLAS IZQU#ERDO Type of Tile EAGLE BEL AIR Approximate Roof Height 12' feet Approximate Square Footage of Roof 25 Date Tested 06/09/14 Contact Name IVAN Roof Pitch 3/12 ft2 Number of Tests 53 Permit # RS5 -14-95 Date Installed Type of Access to Roof Required Testing Force 35 Lbs Testing Equipment F.G.E.10O Phone # 3/528-1476 LOCATION # OF TEST PASS # OF TEST FAIL Corner 9 Tests 9 Pass Test Fail Perimeter 8 Tests r 8 Pass Test Fail Field 25 Tests 25 Pass Test Fail Ridge 11 Tests 11 Pass Test ' Fail TOTAL 53 Tests 53 Pass Test Fail IN ACCORDANCE WITH THE CRI AOPPROTOCOL PA11 THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALM CONTROL TBT. THIS TAS IDS TEST' HAS BEEN PERFORMED RE RM. ACCORDANIX TO THE REQUIREMENTS OF DADE COUNTRY, WITH NO (MATIONS. THIS REPORT 5 NOT GUARANFEED IN CASE OF CASE OF NATURAL DIMMERS. THIS REPORT NIS NOT VAUD FOR INSURANCE OUVMS. YE AN T. EYVA P.E. # 67416 A-1 Engineering Inspection Services, Inc 7066 SW 44m Street Miami, FL 33155 Tel: 786 -398 -9179 Fax: 786- 800 -2627 a 1 roofinspection@gmail.com LAB CERTIFICATION # 10- 0512.01 06109/14 PERMIT. # RS5 -14 -95 78 NE 101 ST MIAMI SHORES, FL. 7066 SW 44t' Street Miami, FL 33155 Tel: 786 -398 -9179 Fax: 786 - 800 -2627 RE: Permit # u�� gvi vre (Print name and circle License Type) Miami Shores Viiiage Building Department INSPECTION AFFIDAVIT License #: CC C / 31 Z.? 2 On or about 03—///1V (Date & time) 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: licensed as a ( Contractor ngineer / Architect, FS 468 Building Inspector , I did personally inspect the roof deck nailing and Secondary water barrier work at �' /U6- /0 / -Cr (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based o 3.844 F.S) I&L 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 this day of W- c 24/ Notary Public, Sate of Florida at Large ""'ke MARICELA CASTELLANOS MY COMMISSION # EE25222 ," EXPIRES: Septa 12, 2014 14600.1- NOTARY fl Nan mount Assoc. Co. *General, BuOdiing, Residential, or Roofing Contractors or any individual certified under 488 F.S. to make such an inspection. Include photographs of each plane of the roof with pemhit # and address # dearly shown marked on the deck for each inspection Revised on 5/2112009 Miami Shores Village Building Department 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 PERMIT APPLICATION Permit Type: BUILDING FBC 20 t Permit No. Master Permit No. 14 GIoS ROOFING JOB ADDRESS: / 8 N e /0/ sr r l/a 1 ' s-A 6 ye S F_ City: Miami Shores County: Folio/Parcel #: ft- 3 2.O - 0/3- /-33 0 Miami Dade 33/38 Zip: -3313 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 2 uridr, 6.Y/0 Ca X0,1 Phone#: -C -23q- 694 Address: > dd2�BB Z% �.® 0 ( /u _S q .0Y!7/e City: / --,9;a (' State: /.- Zip: 33/x. Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: 4 6 U% vre-.S' 406) 5 C Phone#: 9t - 23 C �3 3 ' Address: qt s- t 3 9- Sr / City: 'et 6.4- 4 // State: _ Zip: 33 6/ z Qualifier Name: Zl/e h a rkf t Phone#: 3 Us"SZ i -( State Certification or Registration #: (et /321 Z,p Z. Contact Phone #: 303 '" i ‘ /- 91 t/ S) Email Address: DESIGNER: Architect/Engineer: Certificate of Competency #: CJ /'f'I'.e5 rraf, n; Q 9"..2.4v7 Cdr Phone #: Value of Work for this Permit: $ 1 (/ aa 0 , 00 Square/Linear Footage of Work: Type of Work: °Addition °Alteration °New l71 ta� air/Replace Description of Work: F - e-004 "71 /.Q 2I 2. °Demolition Color thru tile: ****+ x+ x+ x: x**** *****x :****** ****s:********** Fees* *** *x:****+ a* ***x:*: xx: *** ****x ::xm***x:****:x** **** Submittal $ SO -CCU Permit Fee $ CCF $ CO /CC $ Scanning Fee $, Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding C°ompany's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FI ECTRICAL 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 b ochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of co cement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. I - absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent (� The foregoing instrument was acknowledged before me this d 20lf,by IU (CO &Q-s --12-7t.Werteel. known to me or who has produced As identification and who did take an oath. day of who is perso NOTARY PUBLIC: p°'% MARICELA CASTELLANOS MY COMMISSION # EE25222 EXPIRES: N Sapp �/�-°Y El . Sep Assoc 2014 Co. Sign: /� ��BOUJ- NOTARY Print: 4ar)edl A easlie&t 1J My Commission Expires: 1/ /21W APPROVED BY eic ontractor The foregoing instrument as acknowledged before me this iI day of i°l 6L7 , 20 1 , by -4-1/e..-&-, a/Yr4-- ' who is personally /known to me or who has produced 0 (— as identification and who did take an oath. Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) NOTARY PUBLI Sign: Print: lam'( C�i�'t -C 04, e- e My Commission Expires: '( /0-1( 9 MARICELA CASTELLANOS MY COMMISSION # EE25222 EXPIRES: September 12,2014 NNo :mY El. Notary Discount Assoc. Co. 0 Zoning Clerk Frances Biissett, P.A. 9700 Stirling Road, Suite 108 Hollywood, FL 33024 305- 947 -5777 File Number. T. Holmes Will Call No.: 1111111 1111111111 1111111111 11111 11111 11111111 FN 20 1 4 IR O 7.7 99,._ 0R. Bk 29047 P9 1420 °r (1a3 RECORDED 02;'24!201; 14.50]30 RED DOC TAX 1,884.00 HARVEY RUVIN, CLERI'. OF COUK I MANI -DADE COUNTY, FLORIDA LAST PAGE Parcel Identification No. 11- 3206-013 -1330 [Space Above This Line For Recording Data) Warranty Deed (STATUTORY FORM - SECTION 689.02, F.S.) This Indenture made thisoa day ofv , 2014 between Thelma J. Holmes, a single woman whose post office address is 1354 Haselton Road, Wilmingtot3, NY 12997 of the County of Essex, State of New York, grantor *, and Zurddo Corporation, a Florida profit corporation whose post office address is 12921 South Calnsa Drive, Miami, FL 33186 of the County of Miami -Dade, State of Florida, grantee *, Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO /100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida, to-wit The West 30 feet of Lot 2 and all of Lot 3, Block 10, MIAMI SHORES SECTION I AMENDED, according to the Map or Plat thereof, as recorded in Plat Book 10, Page 70, of the Public Records of Miami -Dade County, Florida. Subject to: 1. Taxes and assessments for the year 2014, and all subsequent years. 2. Applicable zoning ordinances. 3. Conditions, restrictions, reservations, easements and limitations of record, recorded in Plat Book 10, Page 70, of the Public Records of Miami -Dade County, Florida, and said grantor does hereby fully warrant the title to said land, and will defend the same against lawful claims of all persons whomsoever. * °Grantor° and °Grantee° are used for singular or plural, as context requires. In Witness Whereof grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed and delivered in our presence: State of New York County of Essex The foregoing instrument was acknowledged before me this MO day of Jan personally known or [X] has produced a driver's license as identification. l [Notary Seal] Notary Public Printed Name: Thelma J. Holmes, who U is My Commission Expires: Apci 1 I tl c Olf DoubleTimee Detail by Entity Name Page 1 of 2 Detail by Entity Name Florida Profit Corporation ZURDDO CORPORATION Filing Information Document Number FEI /EIN Number Date Filed State Status Principal Address 12921 SOUTH CALUSA DRIVE MIAMI, FL 33186 Mailing Address 12921 SOUTH CALUSA DRIVE MIAMI, FL 33186 Registered Agent Name & Address IZQUIERDO, NICOLAS 12921 SOUTH CALUSA DRIVE MIAMI, FL 33186 Officer/Director Detail Name & Address P12000006147 45- 4436491 01/18/2012 FL ACTIVE Title DPT IZQUIERDO, NICOLAS 12921 SOUTH CALUSA DRIVE MIAMI, FL 33186 Title DVPS ROMAN DE IZQUIERDO, SILVANA M 12921 SOUTH CALUSA DRIVE MIAMI, FL 33186 Annual Reports Report Year Filed Date 2013 03/13/2013 http : / /search.sunbiz.org/Inquiry/ Corpora tionSearch /SearchResultDetail/EntityName /dome -... 4/23/2014 Miami Shores Viiiage 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 10050 NE 2nd Ave Miami Shores, Fl 33138 /' Re: Owner's Name: 2- ordCiU �' . 78 NE 101 ST M AM1 Date: Property Address. SHORES, FL 33138 Roofing Permit Number. Dear Building Official: I Vied/as certify that I am not required to retrofit the roof to wall connections of my building because: e The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The 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) ature coC u ere o Print Name State of Florida County of Dade The undersigned, being the first duly swam, deposes and says that he/she is the owner for the above property mentioned. Swom to and subscribed before me this day of •i61 1 2-0 l Y Notary Public, Sate of Florida at Large e'"°" , MARICELA CASTELLANOS MY COMMISSION # EE25222 EXPIRES: September 12, 2014 �OF'NO F. Noisy �t AMC. CO. ,..,,,03.3-NOTARY _ .... , :... ,. • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the bunking 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 Mitigation. Revised on 5/21/2009 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: AGUIRRE'S ROOFING INC BUSINESS ADDRESS: 915 W 37 ST CITY HIALEAH STATE FLORIDA ZIP CODE 33012 BUSINESS PHONE: (786 ) 231 -5339 FAX NUMBER ( 786 ) 231 -5331 CELL PHONE (305 ) 528 -1476 QUALIFIER'S NAME: IVAN M AGUIRRE QUALIFIER'S LIC NUMBER: CCC1329282 E -MAIL ADDRESS (IF APPLICABLE): AGUIRRESROOFING@GMAILCOM Created on 3119109 BY MLDV / RV 3/26109 MLDV AR i g CERTIFICATE OF LIABILITY INSURANCE DAU�U °PVY THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: Tithe certificate holder is an ADDITIONAL INSURED, the policy(Ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER DELTA INSURANCE UN DERWRITERS, INC. 777 N.W. 7 AVENUE, SUITE 3133 MIAMI, FLORIDA 33128 CUNTAi:I LUIS DE LA LLERA NAME: �P k 305- 269 -1107 I {a, No} 305- 269 -1108 ADDRESS: DELTAINSUNDQa AOL. COM INSURER(S)AFFORDING COVERAGE NAIL # INSURERA: ENDURANCE AMERICAN SPECIALTY INS., CO. 41718 INSURED AGUIRRE'S ROOFING, INC. 915 WEST 37 STREET HIALEAH, FLORIDA 33012 INSURER B : 12/14/2013 INSURER C: EACH OCCURRENCE INSURER D : PREMIS 1 (a col tU PREMISES (Ea commence) INSURER E: �; r, ■ CLAIMS -MADE C�Ii INSURER F : MED EXP (My one person) CERTIFICATE NUMBER: • THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCU MENT WITH RESPECT TO WHICH 11-1I5 CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IL1 R TYPE OF INSURANCE INSR SD K POLICY NUMBER 'thf- (MM/DD/YYYY) YUUGY k %P (M$ /DDJYYYY) LIMITS A GENERALUABIUTY V COMMERCIAL GENERAL LIABILITY CBC10000728702 12/14/2013 12/14/2014 EACH OCCURRENCE $ 1,000,000. PREMIS 1 (a col tU PREMISES (Ea commence) $ 100,000. �; r, ■ CLAIMS -MADE C�Ii OCCUR MED EXP (My one person) $ 5,000. .I PERSONAL &ADVNJURY $ 1,000,000. GENERALAGGREGATE $ 2,000,000. GEN'LAGGREGATE LENTTAPPLIES PER POLICY 11 PERK LOC PRODUCTS - COMP /OP AGG $ 1,000,000. DEDUCTIBLE $ 2.500. AUTOMOBILE ■ UABILIIY ANYAUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON -OWNED AUTOS COMBINED biNti E OM OM IN D (Ea $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE _Per accident) $ $ UMBRB.IAUAB EXCESS UAB Y OCCUR CUMMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED 1 1 RETENTIONS $ WORKERS COMPENSATION AND EMPLOYERS' UABIU1Y ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes des a Under DESCRIPTION OF OPERATIONS below N / A 1 TV OY LIM� S 1 ETHR E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ EL DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATKINS $ LOCATIONS / VEHICLES (Attach ACORD 101,Additlonal Remarks Schedule, if morespace Is required) ROOFING CONTRACTOR LICENSE NUMBER CCC1329282. &' DTICIPATC UM nets CANCELLATION VILLAGE OF MIAMI SHORES / BUILDING DEPT. 10050 NE 2nd AVENUE MIAMI SHORES, FL 33138 PH 305 795 2204 FAX 305 756 8972 ACORD 25 (2010/05) 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 REPRESENWTNE LUIS DE LA LLERA © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Report Viewer '1 11 1100% 1 Page 1 of 1 JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION " CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW** CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 11/27/2013 EXPIRATION DATE: 11/27/2015 PERSON: AGUIRRE IVAN M FEIN: 270837042 BUSINESS NAME AND ADDRESS: AGUIRRE'S ROOFING INC 815 W37 ST HIALEAH FL 33012 SCOPES OF BUSINESS OR TRADE: UCENSED ROOFING CONTRACTOR Pwsua d f0 Chapter440.05(14). F.S. an officer of a corporation who Heats exemption from thls Nre by flogp a certiocate of election career this section nol recover benefits cccoupanaetlon under this chapter. Pursuant to Chapter 440.05(12), F.S.. CertlScates of ebWoro to be exempt.. apply only within the of the business or bade fisted on the none of elearon to be exempt Pursuant to Chapter 440.06(13), F.S., Notices detection to be and election to be exempt matIficide no longer meets the r subject to revocation t e (or time after 01 Tyre department shad ewe a certificate ere person certificates the of the e or person named on the certificate to meet Ore repubemante °Ode sect. devabne�t slre0 revoke a mrdnate at any tine for failure of the DFS- F2 -DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07 -12 QUESTIONS? (850 )413 -1809 https:// apps8. fldfs. com /crreportviewer /reportViewer.aspx ?data= kdvpginc9D7Q3gH6TER... 11/26/2013 001380 ss Tax Receipt ourlty, State of Florida s314IQTA BILL Do NOT PAY BUS ES .N .1VlE/L,g,C,A,TION: AG iwyK OOF NG1NC. `91f51W17 ST HIALEAH FL33Q12 OWNER AGUES ROOFING INC -)AiOtit(s) 1 RECEIPT NO. RENEWAL 6806997 EXPIRES SEPTEMBER 30, 2014 Must be displayed at place of business Pursuant to County Code Chapter 8A — Art. 9 & 10 SEC&YPE OF =BUSINESS 196 {SPECIALTY BUILDING CONTRACTOR PAYMENT RLCCIVED CCC13-29282 [3Y TAX COLLECTOR $45.00 09/17/2013 CREDITCARD-1 3-009097 ThisL'ocal Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, or a certification of the holder squalificattons, to do business. Holder must comply with any governmental or nonijdvernmental'iagplatory taws'and requirements which apply to the business. ' • The RECEIPfiNO. above mtisfbe displayed on all commercial vehicles — Miami— Dade Code Sec 8a -276. Foniftore information, visit www.miamidade.govltaxcollector STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 AGUIRRE, IVAN M AGUIRRE'S ROOFING INC 915 WEST 37TH STREET HIALEAH FL 33012 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better; For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE DOCUMENT COLOREDBACKGROUND :6UCROP.RI STATE:.OF FLORIDA DEPARTMENT OF .B rS2NESS! AND .PRO•FESrSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEQ# L12062200679 (850) 487 -1395 SWTE OF FLORIDA AC# b it 7 b 19 2 DEPARTMENT OF BUSINESS AND PROFESSIO AL. REGULATION CCC1329282- i /-4 12 11820.8786 CERTIFIED= i Q:Q;F`ING7.CQN.TRACTOR AGUIRRE, = ..137ANF:M`-;. AGUIRRE' S' RQQFING OC' IS ?ERTIFIED under the provisions of ch.4.89 rs Expiration date: AUG: 3;1, 2014 L1.2062200679 iU Ktf`PA The ROOFING =CONTRACTOR Named below IS CERTIFIED U caer the :Izi ovi15- 4:Orill of °C}. ;apte; Expiration date: .AU.G 31., 201°4 _.X COC111.- 252:8 ?2`r; AG.Ufi4 IVA; .:M • G .IRRW S. R.Q.OF Q: INC 91.5 -WESir 37Th 'STREET HIALEAH FL 33012 KEN LAWS.ON OWNER'S NOTIFICATION FORM SECTION 1524 HIGH VELOCITY HURRICANE ZONE - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initials in the designed space indicates that the item has been explained. 21 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood root deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). U3 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 and adjacent units of roofing work to be performed. 4. Exposed ceilings: 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 penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining its appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions 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 Cha ter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida - licensed engineer or registered architect to eliminate the attic venting, shall not be required. Owner's/Agent's Signature: Contractor's Signature: Property Address. 123_01-197 12/09 Permit Number /1-1 S411"2.7. FC,33l3? ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edit Hi • h- Velocity Hurricane Zone Uniform Permit Section A (General Infn Miami Shores Village APPROVED BY DATE ZONING DEPT 5144 miff*EPT tPPited ltlfnitnEOMPLIANCE WITH ALL FEDERAL S ATE AND COUNTY RULES AND REGULATIONS Master Permit No. Process No. e 0 Contractor's Name p 6 et "-re -s' gefOt91,t -T/77c Job Address Mt /0/ S r icy ©'Low Slope ❑ Mechanically Fastened Tile f� roar /Adhesiv ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof Ill rooting ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) 3 2. Steep Sloped Roof Area (SF) ,Ser_tinn R (Rnnf Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. ❑ Repair ❑ Maintenance ci(0 Total (SF) 2.,k0 2_ •• •• • • • • •••• 1 •• • i •••• • • • • •• • • • • . • • • • • •• • FLORIDA BUILDING CODE — BUILDING • • •.• • • • • . •• • • • • • • • • • •• • • • • • •• • • • • • • • • • ••.• • • • •• • • Tile Roof Syst&m "Delivering Excellent- Every Day"' Roof System Manufacturer: Miami -Dade County Building Department Electronic Application Section D Sloped System Description Tile Roof System EAGLE ROOFING PRODUCT LLC Notice of Acceptance Number (NOA): 12-0430.04 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1: -39.1 P2: -68.1 P 3: -100.7 Maximum Design Wind Pressures, (From the NOA Specific system): 4 ..._,. psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Roof Slope: "/12" Roof Mean Height _74. ft. Method of Tile Attachment: --Adhesive, Medium Paddy Polyfoam Polypro -- Altemate Method of Tile Attachment per NOA: 1N/A Drip Edge Size & Gauge: 3" face 26 ga — Drip Edge Material Type: Galvinlzed 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: N/A Optional Nailable Substrate: N/A Optional Nailable Substrate Attachment: Ima Basesheet Type: ASTM FELT 30# D226•.• • • • • ... ...•.. • .. • Fastener Type for Baseshegt,4tfachmet : • 1 -1/4 RS NAIL & TIN C th'1' -5/8. • • • • • •• • •• • • •• Tile Underlayment (Cap Sheet• • pe: • ASTM FELT 90# •• • •.•• • Tile Underlayment Attachment Method: "•• HOT MOP ASPHALT TYPE IV Tile Profile: [EAGLE BEL AIR CONCRETE TILE Section E 2 MIAM "Delivering Excellence Every Day" Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application 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. P1: P 2: P3: -39.1 -68.1 -100.7 x?. xX xX 0278 0278 10.86 - Mg: - Mg: - Mg: = Mr1: = Mr2: = Mr3: 11.22 40.4 40.4 Method 3 "Uplift Based Tile Calculations Per RAS 127" NOA Mf NOA Mf NOA Mf For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. P1: P2: P3: x x 1: Description X w: X w: - W: -W -W x cos A: =Fr1: x cos A: El= Fr2: x cos 0: = Fr3: Where to Obtain Information to complete tile calculations Symbol Where to Find • • • • • NOA F NOA NOA F ..•• ..•• • Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed •ar fsealedly a professional... engineer based on ASCE 7. • • • • • Mean Roof Height Roof Slope Job Site • • • • • Job Site • • • • Aerodynamic Multiplier Product Approval (NOA), • • Restoring Moment due to Gravity Product Approval (NOA) Attachment Resistance Product Approval (NOA) Required Moment Resistance Minimum Attachment Resistance Required Uplift Resistance Average Tile Weight Calculated Product Approval (NOA) Calculated Product Approval (NOA) Tile Dimensions I = length w = width Product Approval (NOA) DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R 470 Sumterville, FL 33585 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.eov /pera 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 Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Tiles LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. •••• • • • ••.. • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there Has been n4 'Mange 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 revitjc;q, pf chant/81A the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endosse t of am3 product, • for sales, advertising or any other purposes shall automatically terminate this NOA. Failure tecomply witt anysectioir of this NOA shall be cause for termination and removal of NOA. • • • • •, • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, F1©i;p, acrd followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it4341 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. APPROVED ',.;• • NOA No.:12- 0430.04 A Expiration Date: 10/05/16 d Approval Date: 08/02/12 Page 1 of 10 • ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles 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 Applicant Dimensions Bel Air Concrete Tile Bel Air Double Eagle Concrete Tile Ponderosa Concrete Tile Ponderosa Double Eagle Concrete Tile Golden Eagle Concrete Tile Trim Pieces L= 17" W =12'/" Thickness =1/2" L =17" W =12'A" Thickness = %2" L = 17" W = 12' /a" Thickness =1/2" L =17" W = 12'/" Thickness =1/2" L= 17" W =12'/" Thickness = %2" 1= varies w = varies varying thickness Test Product Specifications Description TAS 112 Flat profile concrete roof tile equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. TAS 112 TAS 112 TAS 112 TAS 112 TAS 112 Flat profile concrete roof tile equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile with slate fmish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. •••• Flat profile concrete roof4illg with skaka finish equipped with two nailllfoleS. ForiatlhtetVe set, direct deck or battenetl'rfa i'-En appl %'atioiis. • • Flat profile concrete male brusliKI,Aish equipped with two najlhglgs. ForAlhesive set,..;..• direct deck or battenedm'aiL.En appiicio%s. • • Accessory trim, clay tbof pieces fir,ti,sra hips, rakes, ridges and vall(y to f4inatiohs. • Manufactured for eachlfle profile. : "' • • NOA No.:12- 0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 2 of 10 2.1 EVIDENCE SUBMITTED: Test Agency PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies 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. Test Identifier ERPF - 001 -02 -01 7161 -03 Appendix III 7161 -03 Appendix III 7161 -03 Appendix II P0402 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/Report 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 • Goes 1 1995 •••• • • V 995 • • • x.1996 • I1aa' 998 �V1aMf 1999 •••• • nil 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 Weight -W (Ibf) Length -I (ft) Width -w (ft) Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 11.4 1.42 1.03 •••• • • •••• •• Table 2: Aerodynamic Multipliers - A (ft3) • • • • •• • .... Tile Profile A (ft3) Batten Application •••;A� ft3) . •• . • •• Direct'bMK Applicittion :. Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 0.301 • • •278 • • • • • • • • • • • • • • • • • • • •• •. • • • • • • ••• • ••• • .• • •. ••. • • • • • ...• • • • 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 - Mg (ft -Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" Greater than 7 ":12" Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 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 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 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 . .. • • . • 322 • • • • • Il ••. 2 -10d Ring Shank Nails' 1 50.3 1 65.5 •••••• i ;••483 ,.. 1. Installation with a 4" tile headlap and fasterners are located a min. of 21A" from head a tile... • ••: •• •• • •• • • . • • • • • • • • •• • •••• • • • • • . ••• • ••• • •• • •• • • • • • NOA No.:12- 0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 5 of 10 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Adhesive' 31.32 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3M.rm 2- Component Foam Roof Tile Adhesive AH -160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 3M'"' 2- Component Foam Roof Tile Adhesive AH -160 118.93 / 3M'm 2- Component Foam Roof Tile Adhesive AH -160 40.44 3 Large paddy placement of 45 grams of PolyProN. 4 Medium paddy placement of 24 grams of PolyProTM. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Mortar Sets • • 43.9..... • • • • • • • • • 5 Tile -Tite Roof Tile Mortar. • • • ••.. • • • • • • • • .•• • • • • • • • • .. •. • • •• • • • • • • • • • • • • •• • •••. • • • NOA No.:12- 0430.04 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 ". EAGLEL- FL ORIDA • BEL Am, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. APPROVED ; •••• • • •••• • • •• • • ••• • • • • • •• • • • • •••• • • • • • • •••• • • • •• • • • • • • •• •• • •• • • • • • • • • • • • • • • • • • •• • •••• • • • •••• NOA No.:12- 0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 7 of 10 PROFILE DRAWING BEL AIR •••• • • • • •••• • • • •• • • .•• •• • • • • •• • • • • • BEL AIR DOUBLE EAGLE ••• •• •• • • 1,12363' . • • • • • • •• • • • • • • • • •• • • • • • •• • •• • • • • • • •••• • • • NOA No.:12- 0430.04 Expiration Date: 10 /05/16 Approval Date: 08/02/12 Page 8 of 10 PONDEROSA • • • • • •• • ••• • .••• �rM PONDEROSA DOUBLE EAGLE ••• • • • •••• • ••• • • • •• • • • • • • • • • • • • • • • •• •• • • • • • • • • • • •. • •• • • • • • •• • • • • • • • • • •••• • • • NOA No.:12- 0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 9 of 10 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 • • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 3M Company 3M Center Building 0220- 05 -E -06 St. Paul, MN. 55144 -1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3M" ' 2- Component Foam Roof Tile Adhesive AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.. •••• • MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786)315 -2590 F (786) 315 -2599 www.miamidade.gov /economv •• • • •.• • RENEWAL of this NOA shall be considered after a renewal application has been filed and Ilittrhas beer? 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 r,,v,ipn or materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endor§cfbait of sales, advertising or any other purposes shall automatically terminate this NOA. Failure to cviply :with this NOA shall be cause for termination and removal of NOA. • • • • • • aange in the.:••• anhlloduct, for any section of • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, F1ori h,• d follo3'Laby the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it 'sail 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: Sub Category: Materials: Roofing Roof tile adhesive 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 Description Specifications 3MTM 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 ProPacko 30 & 100 N/A Dispensing Equipment 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. • • • I' • • •••• • • • •• • MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content • • ••• • • • •• • • •••• • • • • •••• • • Test Resu?a �,• ASTM D 1622 ASTM D 1621 18 PSI Parallel to rise • 12 PSI Perpendicular to rise • • ' 1.6 lbs. /ft.3 • ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks • •• • • • • • • •• • • •••• •••• 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. • • • • NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] 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 • 031t]2/9i • • 520109 -2 -1 ..•• • • • • • • • LIMITATIONS: •••• .. • • • • • • • 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assemtf: for and:. ng: • • • • 2. All approved products listed herein shall be labeled and shall bear the imprint or identifiable narking Pf ch manufacturer's name or logo and following statement: "Miami -Dade County Product Ce;ntr44pproded" or the Miami -Dade County Product Control Seal as shown below. • • • :••• • • • ••. • 3. 3Mtm 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 3M"' 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 tile 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 file 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 RTF1000 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 Area Minimum Paddy Gram Weight Eave Course - Flat, Low, High Profiles All Eave Course 17 -23 sq. inches 45-65 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 head of tile 9 -11 sq. inches at overlap 12 grams per paddy Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20 -25 sq. inches each bead 17 grams per bead Two Piece Barrel (Pan Tile) Two Piece 65 -70 sq. inches 34 grams under pan LABELING: All 3M"' 2- Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: •••• • • • • •••• • • 4! • As required by the Building Official or applicable building code in order to properly evaluate die installati®� o is • • system. • • • .•.• • • '• • • • •••• • • • • • .. • • • • • • • •• • •• • • • • •• • • • • ••••• • • • • •••• • • • NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Flat/Low Profile 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 strengthening rib 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. 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. • 0000 • • • 0080 • • • • 80 • • ••• • •• High Profile / Single Pan Tilt•; • • • .008 • • • • 1. Starting at the eave cours'a4a1y a mtruMnu?n'i 2" (50.8 mm) x 10" (254 mutt 4: (25.4rnm)foam • m paddy onto the underlayment positioned d a•shown • under the pan portion oft1 V? closest to the •• overlock of the tile being set. • • • • 2. Continue in same manner.rnsure appooiiiriately 1/ • (109.7 cm2) — 23 (148.4 cm2) 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 6of11 ADHESIVE PLACEMENT DETAIL # 2 Mail through plastic cement (when required) Flat/Low Profile 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 strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) -12 (77.4 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. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the • underside of the tile. • •••• • • • • •• • • ••• 2. At the second course, app) / a )tit mum 2"(5a 8mm? x 7" (177.8 mm) x 1" (25.4 7 foam paddy onto th$ underlayment positioned assHown unda'r.apan • portion of the tile closest to rhe overlocl1 of the tile being set. • • • • • • • • • •• •• • •• • 3. Continue in same manner. Znsereapproximately 12" (77.4 cm2) -14 (90.3 cm cm2):squire. inch aeliesive contact with the underside of the tile. : • • • ••. • (Instructions continued on next page) • • • • • • • • • NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 7 of 11 • ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) 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. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) -19 (122.6 cm2) square inch adhesive contact with the underside of the tile. • • .... • • • • . • .. • .... • • • • .. • • .... • .... • • • • • • • • • • .... • .. • • • • • • • • • • • • .. • •••• • • • NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 *3 TB Mutt= ProfIGTns 1. On the eave course only, apply a minimum 2" (50.8 min) x 10" (254 mm) x 1" (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 1" (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 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) .... • • •••• • • • • .. • • . ... • .. • .. • • • .... • . .. • • • • • • • • .... • .. • . • • • • • • • • • • • .. • .... • • • NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) High Profllene 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x %" (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 first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) 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. ••• • • •••• • • • • •• • • ••• • • • • • ••:.••• •• • • • • ••••• • • • • • • • • •• • • • • • • •• •• • •• • • • w • • • • • • • • • • • • • • • • • •• • •••• • • • NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to TO sq.In. Steep pitch applications In contact with the pan tile. (when required) 2) Turn covers upside down. Place adhesive In to 1 In.from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq.In. contact area. Underlayment Eaveclosure tmotar shown) Weephole Fasda Board Sheathing Optional point -up Mortar on longitudinal edges of die Remove top portion of the eave course covertile.Abutto second course of pan tiles. Ensure cave end of pan and cover tiles are flush at save line. 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 cm2) — 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.i•• ;g fired, 2 001 mm) • • • x 4" (101.6 mm) nailersagigitie wire system • using galvanized, stainlessestael, or copper.wire atil compatible nails may be i•sedt' • "" END OF THIS ACCEPTANCE •• • • • • • • • •• •• • •• • • . • • • • • • • • • • • • • •• • •••• • • • NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 11 of 11 • Secfloa C Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form "Delivery,, Evicelle,., Every Day" Section C page (Low Slope Roof Systems) Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) In the text box. Top Ply: ROOF SYSTEM MANUFACTURER: Product Approval (NOA): 1Gaf material Corp 13- 0424.09 System Type: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: (P2) Perimeters: (P3) Comers: psf psf psf Maximum Design Pressure From NOA: Roof Slope: Parapet Walls: Deck Type: Support Spacing: Alternate Deck Type: Existing Roof: " : 12 Roof Mean Height: psf No 0 Yes Parapet wall Height: —5/8" Plywood— 16 "o/c ft. Vapor Barrier. NA Anchor Sheet Anchor Sheet Fastener / Bonding Material: Insulation Base Layer Size & Thickness: NA Insulation Base Layer Fastener / Bonding Material: iNA 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: r1 -1/4 RS NAIL AND TIN CAP1 -5/8 Ply Sheet(s) & No. of PIy(s): GAF PLY IV (2) PLIES Ply Sheet Fastener / Bonding Material: HOT MPO ASPHALT TYPE IV ft. Top Ply Fastening / Bonding Material: HOT MOP ASPAHALT TYPE IV Surfacing: SINGLE PLY MEMBRANE: Single PIy Manufacturer / Type: Single PIy Sheet Width: No. of Single Ply 1/2 sheets: " 1/2 Sheet Width: NA Single Ply Membrane Fastening / Bonding Material: NA 12 FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: 2. Perimeter. 3. Corner: " o/c @ Laps & L rows NUMBER OF FASTENERS PER INSULATION BOARD: • 1 Ce ner. �NA •••• •• • • • • •• • " o/c @ Laps & " o/c @ Laps & rows rows "o% 0i "o/c " o/c 1. Field: 2. Perimeter: Insulation Fastener Type : NA • WOOD NAILER TYPE AND SIZE: 11X6 PT WOOD •••• • • •••• • • • •••••• •• • • • • • • Wood Nailer Fastener Type and Spacing: • • • • • `8D WOOD NAIL@ 16 " • • • • • EDGE & COPING METAL SIZES: Edge Metal Material: • • • • • — Galvanized Metal —•• Edge Size: -3" face 26 ga.- - Hook Strip Size: [—SELECT _— __ - Edge Metal Attachment: 1 -1/4 RS NAIL 4 "OC • • • ••i• • Coping Material: Coping Size: Hook Strip Size: Parapet Coping Metal Attachment: • • • • • • • • • • • • — SELECT PARAPET WALL COPING MATERIAL— I SELECT COPING METAL SIZE OR THICKNESS - - SELECT COPING METAL HOOK STRIP SIZE- • Edge Nailable Deck MIAM 'Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Illustrate Components Noted and Details as Applicable: Top Ply Interplies Base Sheet Drip Metal Roof Mean Height: Drip Metal: I-3" face 26 ga.- - Surfacing: GRANULES Top Ply: Roof Deck Interplies: • • • • GAF PLY IV (2) PLIS .... Base Sheet: GAF GLASSBASE 75V1 PLY Deck Type: 1-5/8" Plywood- 1 Lirv.1 .L3w - rVVta,ag .ayaaa ,uo 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 y -in. minimum thick gypsum board Is an acceptable altemate for minimum insulation over C -15/32 thick roof decks. The use of polystyrene insulation board between minimum 3/s -in. thick periite board and deck with rosin paper (periite /rosin paper/polystyrene/perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. 'EnergyGuard® RA` or "Tapered EnergyGuard® RA. or "EnergyGuard® Composite RA" may be substituted for any Atlas polyisocyanurate Insulation in any of the following Classifications. Trumbull "Derma Mop° may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". " GAFGLAS® #80 Premium Base Sheet" may be used in any of the following systems. " GAFGLAS® Flex Pty 6° and "Tri-Ply® Ultra - Flexible Ply 6" are suitable alternates to " GAFGLAS® PIy 6'. °GAFTEMP Permalite Recover Board" may be used In lieu of any periite 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 "Fireshieid MB" at 2 v 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" *Ruberold® 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 perilte or wood fiber or glass fiber or polyisocyanurate or urethane or per1Ite/polyisocyanurate composite or perlite /urethane composite or wood flber / polylsocyanurate composite or phenolic, any thickness. Ply Sheet — Three or more plies Type G1 or " GAFGLAS® Ply 4° or °Tri -Ply® Ply 4" or " GAFGLAS® Ply 6' hot mopped. Surfadng: — Gravel. 2. Deck: C -15/32 Incline: 2 ••• • • • • • •••• • • • • •• • • ••• • • • • • •• • Insulation (Optional): — One or more layers periite or wood fiber or glass fiber or polyisocyanurate or urethane o• • perlite/polyisocyanurate composite or periite/ urethane composite or wood fiber /polyisocyanurate composite or phenoliFe i v thickness. PIy Sheet: — Three or more piles Type Gi or " GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or " GAFGLAS® Ply 6 ". • • Cap Sheet: — One ply Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet° or.Tri -PIy® Mineral Surfaced Cap Sheet " Cr•"GAFGLAS ®• EnergyCap'" TM BUR Mineral Surfaced Cap Sheet." • • •• • • • • • • 3. Decia NC • • • • • • • Incline: 2 • • • • • • • • • • • Insulation (Optional): — One or more layers periite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite /pdyisociranurate • composite, perlite/urethane composite, wood fiber / polyisocyanurate composite, phenolic, 2 -In. maximum. • • • Ply Sheet — Two or more plies Type Gi " GAFGLAS® PIy 4 ", "Trf -Ply® • Ply 4° or "GAFGLAS® Ply 6 ". • • • • • • • Cap Sheet — One ply Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PIy® Mineral Surfaced Cap Sheet" or " GAFGLAS® • • • • EnergyCaap"' 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 polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Cla slfled insulation adhesive. Base Sheet: — One ply Type G2 "GAFGLAS® #75se Sheet" or'Tri-PIy® #75 Base Sheet" (may be nailed). PIy Sheet — One or more plies Type Gi " GAFGLAS® Ply 4° or "Tri -Ply® PIy 4" or GAFGLAS® Ply 6 ". Cap Sheet — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet:dr Tri -Ply® Mineral Surfaced Cap Sheet" or " GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet." Surfacing (optional): — 'TOPCOAT® EnergyCote' "° appiled at a rate of 2 -gal /100 -ft2. 5. Dada NC Incline: 3 http: / /database.acom/cgi- bin /XYV/ template /LISEXT /1FRAME /showpage.html ?name =T... 2/23/2012 • • • • MLAMt-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMIN STRATION DIVISION NOTICE OF ACCEPTANCE OA GAF 1361 Alps Road Wayne, NJ 07470 SCOPE: MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786)315 -2590 F (786) 315 -2599 www.miamidade.aov/eeonocmv This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including High g gh ty Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Decks. •••• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,;city.' ate and' fd(towing • 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 t4i iiIias beef 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 revisiori or changeln the •• materials, use, and/or manufacture of the product or process. Misuse of this NOA as an end '3e4i8Qt of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to > comply with iiyseetion . • 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 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, VersaShield® Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base sheet: GAFGLAS® #80 UltimaTM Base Sheet, Stratavent® EliminatorTM Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat- We1dTM Smooth or Ruberoid® SBS Heat - We1dTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® FIexPIyTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® FIexPIyTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -TecTM #12 Fastener or Drill -TecTM #14 and Drill - TecTM 3" Steel Plate, Drill -TecTM AccuTrace Flat Plate or Drill -TecTM AccuTrace 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. (Maximum Design Pressure -45 psi; See General Limitation #7) GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above base shoats . attached to deck with approved annular ring shank nails and tin cats al a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field! • • • •• • • • • • • (Maximum Design Pressure -52.5 psf, See General Limitation #7, •; • • • • • •.•••. • • • GAFGLAS® #80 UltimaTM Base Sheet, Ruberoid ®20, Ruberoid ®M®p•Smooth, flag :beet • • attached to deck with approved 1' " annular ring shank nails and inverted 3" stet! plate at a • • fastener spacing of 9" o.c. at the 4" lap and in two rows staggered 1,Gfti'tiastener spaCi g 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 t3 deckwvith BrithUcTM • • #12 Fastener or Drill -TecTM #14 Fastener and Drill-TecTM 3" Steel 131•ate, Drill-1W( AccuTrac® Flat Plate or Drill-TecTM 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 -TecTM 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 Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: See Fastening Above 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 AccuTrac® Flat Plate or Drill -TecTM AccuTrac® 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. (Maximum Design Pressure —75 psf; See General Limitation #7) One or more plies of GAFGLAS® Ply 4 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. 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 400 lbs. /sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Surface Seal SB applied at Ito 1.5 gal. /sq. • • • •••• • • • • •• • • ••• •• • • • •• • • • • • •••• • • • • • • •••• • • • ••• "•• •• • • • • • • •• •• • •• • • • • • • • • • • • • • • • • • • •• • •••• • • • NOA No.: 13- 0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 16 of 17 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex P1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ''A" Dens DeckTM Roof Board or %z" 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- 401bs. /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 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based onedThEvium fastener resistance value in conjunction with the maximum design value listed within a sptci f C' System. °S118uld the • fastener resistance be less than that required, as determined by the Building Official, a reviUd fastener va Tx , • • prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Ar& iiactt or Registered • Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdraviCr sistanq valve • • taken from Testing Application Standards TAS 105 and calculations in compliance with RgafpjApplr aMi'ori • Standard RAS 117. •••• • • 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements•e? these arel.s � "Fastener • densities shall be increased for both insulation and base sheet as calculated in compliance:eitl=Rbofing Application '. Standard RAS 117. Calculations prepared, signed and sealed by a Florida registere8 Professionril.Aineer,. • Registered Architect, or Registered Roof Consultant (When this limitation is speciAi#1431referreil. within. • this NOA, General Limitation #9 will not be applicable.) ••;