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RF-17-1922 � ►'1- Ig22 racDn/v�/n • } 1 Miami Shores Village REMVED Building Department JAIL 97 2011 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 54 FBC 201 BUILDING ( Master Permit No. PERMIT APPLICATION Sub Permit No. F-IBUILDING ELECTRIC MIROOFING REVISION ❑ EXTENSION RENEWAL PLUMBING MECHANICAL PUBLIC WORKS CHANGE OF ❑ CANCELLATION SHOP (,) UE 1CONTRACTOR DRAWINGS JOB ADDRESS: 3 1 L 165 U5 S 1 re e City: Miami Shores/ /�l County: Miami Dade Zip: Folio/Parcel#: i J 2 1 3L v V12� 00q Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): gr a'_® Phone#: Address: Iv E A �. City: \ �� State: L Zip: Tenant/Lessee Name: Phone#: Email: c CONTRACTOR:Company Name: f\ 0Z '11 (AL ° Phone#: 30) "Z(,:,4 - 35S Address: ' 1 �� l2 1� GA s/� City: 1 II V\ �knn __ State: I L Zip: ' Qualifier Name: Y)QAC� Q l O(J—fTsl n Phone#: State Certification or Registration#:Ccc®J►S 4 Certificate of Competency#: OW) B3 ) 0 DESIGNER:Architect/Engineer: PhoneM Address: f r, City: State: Zip: TValue of Work for this Permit:$� up Square/Linear Footage of Work: I CO r Type of Work: ❑ Addition ❑ Alteration ❑,�N,eew(• u Repair/Replace El Demolition Description of Work: &Q6r `e-�� 1 /P1 rC� l(x_CJtA cx� !2 far t a� e a� Sal �e• �o4 G c e(, 0 �r Specify color of color thru tile: Submittal Fee$ Permit Fee$ to V° CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ 1 L 1 •Ulm Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) N Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signatur OWNER or AGENT CONTRACTOR The foregoing instru ent was acknowledged before me this The foregoing instrument was acknowledged before me this k-10day of 20 by �,�_day of JLA,j 20 ® by who' personally kno ' to WIPh �o��� ,who i ersonally known t me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: gal BRANDIWARD MY COMMISSION/FF 171733Sign: EXPIRES:January 5,2019 Sign:Print. C0 Ui Pri JOHN BOWERS Seal: Seal: °�"'y��'': • �; MY COMMISSION#GG 065911 EXPIRES:April 1,2021 Bonded Th,Notary Public Underwriters ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village all p1111" Building Department �. �.� 10050 N.E.2nd Avenue jt0► 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 las 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: --C Cts®� -Fod'a ro Property Address:_STI W �J c 10 Roofing Permit Number: Dear Building Official: 1 0,12m i 1 Oda r D certify that I am not required to retrofit the roof to wall connections of my building because: i/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. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC)or with the provisions of 1994 a ition of the South Florida Building Code(1994 SFBC) 0, CA(0 gnature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he(/phe is the owner for the above property mentioned: Sworn to and subscribed before me this 2(P� day ofd� a '� �uurolwaRo . W COWSM i FF 17173;1 EXPIRES:January 5,2019 Nfty N* Notary Public, Sate of Florida at Larg ' '�jlp � � u � • When the just valuation of the structure for purpose 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.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 .ate APPRAISER �OFFICEf THE Summary Report Generated On:7/25/2017 Property Information Folio: 11-2136-013-0040 __ f Property Address: 346 NE 105 ST Miami Shores,FL 33138-2022 Owner J TOMAS LOPEZ&W CAROL E Mailing Address 346 NE 105 ST MIAMI SHORES,FL 33138-2022 PA Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths I Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,661 Sq.Ft Living Area 2,377 Sq.Ft Adjusted Area 2,514 Sq.Ft Taxable Value Information Lot Size 9,225 Sq.Ft � 2017 2016 2015 Year Built 1948 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2017 2016 2015 Taxable Value 1 $105,926 $102,7191 $101,658 Land Value $230,638 $198,007 $163,894 School Board Building Value $174,974 $174,974 $174,974 Exemption Value $25,000 $25,000 $25,000 XF Value $2,070 $2,095 $1,835 Taxable Value 1 $130,926 $127,719 $126,658 Market Value $407,682 $375,076 $340,703 City Assessed Value $155,926 $152,719 $151,658 Exemption Value $50,000 $50,000 $50,000 Taxable Value $105,926 $102,719 $101,658 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $105,926 $102,719 $101,658 Cap Reduction $251,756 $222,357 $189,045 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Previous Sale Price OR Book-Page Qualification Description Homestead Exemption $25,000 $25,000 $25,000 11/01/1995 $132,000 17008-2797 Sales which are qualified Note: Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City,Regional). Short Legal Description MIAMI SHORES SEC 5 PB 10-47 W1/2 OF LOT 6-LOT 7 BLK 117 LOT SIZE 75.000 X 123 OR 17008-2797 1195 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Miami-Dade Official Records - Print Document Page 1 of 1 (PREPARED AY AND AXnMN Tot Ul'.17( er2"�9'7 X:ORENS SEELES.YO'UNG NES, TOWN&COUNTRY Tn7 E.GUARAMM OF HOMYWOOD 630 9'AFTRBT arcoaaaa IM as rctita arcosos Foos HOLLYWOOD.FLORWA 33024 w.aaoeeoaerr,rtow.ow. 95-1370Y atcata vrtwrna HARVEY RUVIN ����eeeaac eeaetetr eouas r WARRANTY DEM9t;F:41911`y__?H 1995 DEC 01 I0:42 lata. - rrta.) (atstutoay Foss-aaotlaa 649.02 1.8.1 DDCSTPDEF 792.00 SURTX 0.00 HARVEY RUVIN. .CLrRK DADE CAUNTY, FL tia Ltdeatnre.made*M ayA day of NovetnbM.1995,bMva=HAMMU-M R.WADE,AN 111VREIKARat1�D WIDOW Who"poet office adds=L'4436 NWAi�IDB81 G WAY,TALLAit1AS4EE,FLORIDA.33138, heteloalter caped the Csrantore,and J.TOMM LOPBZ auW CAROL E.TObARO,Ht SBA"MM WIFE WhW,post office add—is 346 M 10FM ffrP"T,MIAMI SHORES.FL 33US,hareinafter called the grantee". WrMRSAMM: That acid grsator,tbt and to cot moration of the am of TIE[AND N01100(610.00) Dawn.and other goad and valoabla consideration to sal!grantor In hand paid by said grantee, to win the reaelpt when of is hereby aclotowledged has granted,bargained and sol!W The grartrae,and tt[atttee's hefts and aaig>s foroves.cite fopotsieg desalted land.Mum.lying and being In DADS County.Florida, Proporpy F61to No. t ilbt 36 013-0Oa0 c The 1Netrt 14/2 of Lot 6 rand all o! Lot 7. Hloalk 117, AN AglMW D PULT ON �r�. ARC7~i'xQ1i 11+0. 6 '.Oli' 7Q711ltI , aaaordtnQ to the Plat tharao8, amreaotrdad In Plat Soo7t 10, 10a�e-S7' ofthe Pab3.ia Reoosda of Dade County. fl 8lorlda. s Subject to restrictions.reservations.easewem Fed i®Intiaat of record.if any.provided that this shell not serve to rekepose same, AWS ardh ance,aoa lutea for the ournwryear and aabs"gant years. Ir Said grantor does hereby Aft warrant rho dW to tt id land,and war defend that am,e a whoaaaotver. against the lawatl c41ma of N1 persons: p!R •'Cra+tor•W Xraame•an oa�e rar alywr a pLeai.u eme.oa.pvtrra `O Ia —en Whereof,Grantor has beramto an grantor's had and seal t ha day and year that above written. ed.scaled end",Vl re our pzasaace. of 11noes _ STA`7 �E IIVE�� n C Pr/laafl[We carne of Witness Sistutare of Witneaa Ptintrrype oWltrlp nes. f f� STAIR OF FLORIDA douwY OF LEON 'Fite foregoing instrument wag acknowledged before nae this ry day of November,1995,by YCATSERWE R.WA141E. AN YJlVR$MARRIEA T{fIIDOYSt'O who Is(are)peraotully known to we or$1 who has(bave)produced valid drivers licenses or UURRtt5�1EEKK'�S 1JGt1VaJ1k� U as ldentitimttan. ,'• !./.� . (SBAL.) VIRGINIA ANN SIaAPIER to combo MION.q»2W4a ExrtntS , R a,= wren 12.ioDr �nrs>G= aaornnwarror.,woeaw.rn.tee TAX IDRNTIFICATION NUMRBIt INFORMATION: va ssnasaanr.atrasuasa,os 1.TOMAS LQPSZ SSP: lost at waw CAROL S.TODARO SW: o3m O C"Set�0 N0Lg9 nW 3 AN � 113'IdWISttrtUYWMIA II Do Uj Ce 3W41 3)111 ANIN100 9 NMI iIL9—E96--9L96—L9y 90:E0 5661/6Z/11 https://www2.miami-dadeclerk.com/OfficialRecords/PrintDocument.aspx?Q S=YaoUfOzx... 7/27/2017 Proper Search Application-Miami-Dade County Page 1 of 1 F F THE PROPERIV FICE 83 Summary Report Generated On:7/27/2017 Property Information Folio: 11-2136-013-0040 346 NE 105 ST Property Address: �1r ' Miami Shores,FL 33138-2022 Owner J TOMAS LOPEZ&W CAROL E f sem „ 346 NE 105 ST Mailing Address MIAMI SHORES,FL 33138-2022 PA Primary Zone 1000 SGL FAMILY-2101-2300 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use , . FAMILY:1 UNIT Beds/Baths/Half 3/2/0 x �a "' Floors 1 Living Units 1 Actual Area 2,661 Sq.Ft T€s � Living Area 2,377 Sq.Ft Adjusted Area 2,514 Sq.Ft Taxable Value Information Lot Size 9,225 Sq.Ft 2017 2016 2015 Year Built 1948 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2017 2016 2015 Taxable Value 1 $105,926 $102,719 $101,658 Land Value $230,638 $198,007 $163,894 School Board Building Value $174,974 $174,974 $174,974 Exemption Value $25,000 $25,000 $25,000 XF Value $2,070 $2,095 $1,835 Taxable Value 1 $130,926 $127,719 $126,658 City Market Value $407,682 $375,076 $340,703 $50,000 $50,000 Assessed Value $155,926 $152,719 $151,658 Exemption Value $50,000 Taxable Value $105,9267 $$102,719 $101,658 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $105,926 $102,719 $101,658 Cap Reduction $251,756 $222,357 $189,045 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Previous Sale Price OR Book-Page Qualification Description Homestead Exemption $25,000 $25,000 $25,000 11/01/1995 $132,000 17008-2797 Sales which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City,Regional). Short Legal Description MIAMI SHORES SEC 5 PB 10-47 W1/2 OF LOT 6-LOT 7 BLK 117 LOT SIZE 75.000 X 123 OR 17008-2797 1195 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hfp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 7/27/2017 STATE OF FLORIDA D PARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING Bid,`` ' (850) 487-1395 .� 2601 BLAIR STONE ROAD = �� TALLAHASSEE FL 32399-0783 9 5 F 1 12: ci s RODMAN, KAREN S RODMAN ROOFING INC 12151 SW 128 CT UNIT 108 MIAMI FL 33186 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque =r. DEPARTMENT OF BUSINESS AND restaurants,and they keep Florida's economy strong. PROFESSIONAL REGULATION Every day we work to improve the way we do business in order CCCO51542 ISSUED: 07/05/2016 to serve you better. For information about our services,please log onto www.myfloridalicense.com. There you can find more CERTIFIED ROOFING CONTRACTOR information about our divisions and the regulations that impact RODMAN,KAREN S subscribe to department newsletters and learn more about RODMAN ROOFING INC Departments 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, IS CERTIFIED under the provisions of Ch.489 FS. and congratulations on yout new license! EzpUaGcndate:AUG 31,2018 1-160705=11089 DETACH-HERE RICK SCOTT,—GOVERNOR - - --- - -"— _KEN-LAWSON;-SECRETARY - —--- STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION - CONSTRUCTION INDUSTRY LICENSING BOARD CCCO51542 3f The ROOFING CONTRACTOR 4 � Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 Ml� RODMAN, KAREN S M oLEI RODMAN ROOFING INC 12151 SW 128 CT UNIT 108 MIAMI FL 33186 m ® Y ISSUED: 07%05/2016 DISPLAY AS REQUIRED BY LAW SEQ# 1_1607050001065 009741 Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY 6578133 BUSINESS NAME/LOCATION RECEIPT NO. RODMAN ROOFING INC EXPIRES 12151 SW 128 CT 108 RENEWAL SEPTEMBER 30, 2017 MIAMI FL 33186 6848775 Must be displayed at place of business Pursuant to County Code Chapter BA-Art.9&10 OWNER SEC.TYPE OF BUSINESS RODMAN ROOFING INC 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED Worker(s) 10 CCCO51542 By TAX COLLECTOR $75.00 07/21/2016 FPPU06-16-020095 This Local curtness Tax Receipt only cmdirms payment of the Local Business Tax.The Receipt is not a license, permit ova nmentcation of the holder's s qualifications,to do business. Holder must comply with any governmental or nongovernmental regulatory taws and requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles—Mlami—Dade Code Sec ga-276. For more information,visit Www_miamldade aoM&xc u Issue Date: 12/9/2016 FLORIDA ROOFING,SHEET METAL&AIR CONDITIONING CONTRACTORS ASSOCIATION,INC. 3 'C ^fin ,'k k17:, FIAR 1-800-767-3772 o FAX(407)671-2520 CERTIFICATE OF INSURANCE ISSUED TO: COPY PROVIDED TO: City Of Miami Shores Rodman Roofing, Inc. Bldg.And Zoning Dept. 12151 SW 128Th Ct 10050 Ne 2Nd Ave. Suite#108 Miami Shores, FL 33138 Miami, FL 33186 Attention: Rodman Roofing, Inc. This is to Certify that: 12151 SW 128Th Ct Suite#108 Miami, FL 33186 being subject to the provisions of the Florida Workers'Compensation Act, has secured the payment of compensation by insuring their risk with the FLORIDA ROOFING, SHEET METAL&AIR CONDITIONING CONTRACTORS ASSOCIATION SELF INSURERS FUND,4099 Metric Drive,Winter Park, FL 32792. COVERAGE NUMBER: 870-001010IL MITS - EFFECTIVE DATE: 1/1/2017 Workers'Compensation: Statutory-State of Florida Employers'Liability: $100,000.00 Each Accident EXPIRATION DATE: 1/1/2018 $100,000.00 Disease, Each Employee $500,000.00 Disease, Policy Limit REMARKS: Non-cancelable,without 30 days prior written notice,except for non-payment of premium which will be a 10 day written notice. Lic#"CCC051542, Karen Rodman" This certificate is issued as a matter of information only,is not a policy and of itself does not afford any insurance. Nothing contained in this certificate shall be constructed as extending coverage not afforded by the policy(ies)shown above or as affording insurance to any insured not named above. This provides coverage for Florida policyholders and Florida domiciled employees only. c � By: �e=f2 By: Brett Stiegel,Administrator Debra Guidry, CPCU, Un erwriting Manager FRSA-SIF FRSA-SIF ACC.>RZ>® DATE(MM/DD/YYYY) , CERTIFICATE OF LIABILITY INSURANCE 7/27/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the pollcy(les) must have ADDITIONAL INSURED provisions or 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 ri hts to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT McGriff-Williams Insurance PN ME: FAx 3501-A W. University Ave .352-371-7977 .352-505-2083 Gainesville FL 32607 E-MAIL DRESS,mwi@mcgriffwilliams.com INSURERS AFFORDING COVERAGE NAIC/I INSURERA:James River Company INSURED RODMA-1 INSURER B: Rodman Roofing, Inc. INSURER C: 12151 SW 128th Court Ste 108&201 Miami FL 33186 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 1018406144 REVISION 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 DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MM DD M DD A X COMMERCIAL GENERAL LIABILITY 00070266-0 2/11/2017 2/11/2018 EACH OCCURRENCE $1,000,000 CLAIMS-MADE ❑X OCCUR DAMAGE (RENTED PREMISES SEa occurrence $100,000 MED EXP(Any one person) $1,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY D PRO- LOC PRODUCTS-COMP/OP AGG $1,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINTLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVEE.L.EACH ACCIDENT $ OFFICER/MEMBEREXCLUDEI ❑ N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached H more space Is required) Contractor License#-CCC051542 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Miami Shores Building&Zoning Department THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD p� wt Naz R0-7 1 i 122 ash°mss g� Miami Shores Village Permit TRoof YPe< <y� 10050 N.E.2nd Avenue NE1r-Roof Miami Shores,FL 33138-0000 �eN � Phone: (305)795-2204 Permit$j'S S:APPROVED Issue hate:71271201*1 Expiration: 01/2312018 Project Address Parcel Number Applicant 346 NE 105 Street 1121360130040 J.TOMAS LOPEZ Miami Shores, FL Block: Lot: Owner Information Address Phone Celt J.TOMAS LOPEZ 346 NE 105 Street MIAMI SHORES FL 33138-2022 346 NE 105 Street MIAMI SHORES FL 33138-2022 Contractor(s) Phone Cell Phone Valuation: $ 1,600.00 RODMAN ROOFING INC (305)264-3551 Total Sq Feet: 100 Type of Work:Repair Available Inspections: Additional Info:REPAIR LEAK IN ROOF LOCATED AT GARA Inspection Type: Classification:Residential Roof Repair Scanning:3 Final Roof Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# RF-7-17-64702 DBPR Fee $2.00 07/27/2017 Check#:3647 $ 116.20 $0.00 DCA Fee $2.00 Education Surcharge $0.40 Permit Fee-Repairs $100.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $116.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRIC L UMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFF h t e foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating con o Fut r thorize above-named contractor to do the work stated. . July 27,2017 Auth ignature:Owner / Applicant / Contractor / Agent Date Building Department Copy July 27,2017 1 Secd°°A RECEIVED 77-JUL 2 7 2017 MIAMI DADE, Miami-Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day„ Section A(General Information) Master Permit No: Process No: y x Jl! Rodman R On Contractor's Name: 9� Inc.Inc• � l Job Address: Roof Category ❑ Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other. Roof Ty ❑ New Roof ❑ Re-Roofing Elpe Recovering Repair ❑ Maintenance An;there Gas Vent Stacks located on the roof? ❑Yes dNo If yes, what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area Steep Sloped area(f.2)1. 1 Total(m) Section B(Roof Plan) ••••• •••••• Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers,overflow scuppers and a%wMew drains*I4lude ••••0-• dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and locallis;of parapets? 0_000011 .••• .. • Perimeter Width(a'): Corner Size(a'x a'): •• ••• : '••• ••••• (I 000000 0 .. ...... 00000• • ••• • • • • 0000•• tld - •• 0 0000 : • 01 S � i9 - .• f <1 N W kr ! e; L ? �� I ¢WLT Lij m v O C U O O I L;; I— O L, i � I i Section C M'AM'.EMUI E Miami-Dade County HVHZ Electronic Roof Permit Form o Section C Page(Low Slope Roof Systems) "Delivering Excellence Every®oy" Top Ply: ROOF SYSTEM MANUFACTURER: - ------ - Product Approval (NOA): System Type: Top Ply Fastening 1 Bonding Material- Wind Uplift Pressures,From RAS 128 or Sealed Calculations: (P1) Field: psf Surfacing: SINGLE PLY MEMBRANE: (P2) Perimeters: psf Single Ply Manufacturer/Type: (133)Comers. psf - Maximum Design Pressure From NOA: psf Single Ply Sheet Width: "1/2 Sheet Width: " Roof Slope: 11:12 Roof Mean Height: fL No.of Single Ply 1/2 sheets: Parapet Walls: ❑No ❑Yes Parapet wall Height: R Single Ply Membrane Fastening/Bonding Material: Deck Type: I—SELECT DECK TYPE— ❑FASTENER SPACING FOR BASESHEET ATTACHMENT Support Spacing: "o/c ❑SINGLE PLY MEMBRANE ATTACHMENT Alternate Deck Type: 1.Field:F7-o/c @ Laps&D rows r7 "o/c Existing Roof. 2.Perimeter.F7-o/c @ Laps&F7 rows F-1"o/c Fire Barrier: _ - - - •••• _ 3.Comer:F7 o%@Laps&El rows �"ofc • Vapor Barrier. NUMBER OF FASTENERS PER INSULA'QQA ECDARD.••. • 1. Field:El 2. Perimeter. %%Wer:=. • • Anchor Sheet: insulation Fastener Type: •••• 0000s 6060 •• • • • • • • • Anchor Sheet Fastener/Bonding Material • - -- - WOOD NAILER TYPE AND SIZE: •• •• •• e•"" Insulation Base Layer Size&Thickness: ___ • • • . ••••:• - Wood Nailer Fastener Type and Spacing: •••"' • Insulation Base Layer Fastener/Bonding Material: F •o ' 0'• : 6 0 EDGE&COPING METAL SIZES: Insulation Top Layer Size&Thickness: Edge Metal Material:LSELECT EDGE METAL MATERIAL— __ _ Edge Size:I—SELECT EDGE METAL WEIGHT OR THICKNESS— Insulation Top Layer Fastener I Bonding Material: Hook Strip Size: —SELECT EDGE METAL HOOK STRIP SIZE— Edge Metal Attachment: Base Sheet(s)&No.of Ply(s): Base Sheet Fastener/Bonding Material: Coping Material: —SELECT PARAPET WALL COPING MATERIAL— Coping Size: —SELECT COPING METAL SIZE OR THICKNESS— Ply Sheet(s)&No.of Ply(s): - - - - Hook Strip Size: —SELECT COPING METAL_HOOK STRIP SIZE— Parapet Coping Metal Attachment: Ply Sheet Fastener/Bonding Material: - Section C2 MIA f11A®E Miami-Dade County HVHZ Electronic Roof Permit Form "Delivering ng Exccellen ce Every Day" Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS-111 and Chapter 15 HVHZ, FBC. r Parapet Wall Height . . 0000 0000.. • 0000.. 0000.. o 0000 .. Mean Roof Height '..••' ft. .000 ••••• 00000. ... . 0000. 0 . 0000 .. 0000.. 00 0000.. . . . . 0000.. 0000.. • . . 0000.. I l I Tile Roof System MIAM RMiami-Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day"`� ~ Section D Tile Roof System Roof System Manufacturer: Boral Notice of Acceptance Number(NOA): 16-0711.04 Minimum Design Wind Pressures,If Applicable(from RAS 127 or Calculations): P1: 39.1 P2: 68.1 P3: 100.7 Maximum Design Wind Pressures,(From the NOA Specific system): 45` psf Deck Type: -5/8"Plywood-�� Optional Insulation: N/A Optional Mailable Substrate: NIA-- .... Optional Nailable Substral-Attdchment""• •••�:• Roof Slope: "/12" - • N/A • ' ...... .. ...... Roof Mean Height: 12 ft. .""f :'. •• • • 9 Basesheet Type: Method of Tile Attachment: 1 ply ASTM 30US •••••• ••• ""' --Adhesive, Medium Paddy Polyfoam Polypro- *Goofs .• Fastener Type for Basesh$et Attachment: • ••••+• __ _ Alternate Method of Tile Attachment per NOA: Tincaps and 1 1/4"nailt .++ •••• ICP Adhesives AH 160 •• Tile Underlayment(Cap Sheet)Type: 3Boral Tile seal Drip Edge Size&Gauge: ,�-�"face 26 9a.- Tile Underlayment Attachment Method: Drip Edge Material Type: Galvinized Metal-� self adhered Drip Edge Fastener Type: 1 1 1/4"Nails Tile Profile: Villa 900 - _- - - Hook Strip/Cleat gauge or weight: --Select Hook Strip- Section E MIAMI• Miami-Dade County HVHZ Electronic Roof Permit Form w- ! --- "Delivering Excellence Every®ay" Section E(Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127' For Moment based file 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 file attachment method is acceptable. P 1: 39.1 x x .315 = 12.31 -Mg: 7.70 =Mrl: 4.61 5 45.5 NOA Mf P 2: 68.1 x X .315 = 21.45 -Mg: 7.70 =Mr2: 13.75 < 45.5 NOA Mf P 3: 1 Q0.7 x X .315 = 31.72 -Mg: 7.70 =Mr3: 24.02 :5 45.5 NOA Mf Method 3"Uplift Based Tile Calculations Per RAS 127' For Uplift based file 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 file attachment method is acceptable. P1: x1: xW: -W: xCos 0:F7=Fr1:�<� NOA F' P2: xl: = xW:�= -W. x Cos 0:F7=Fr2: 5� NOAF' P& x1:�=�xW:�= -W: =� xCos 0: =Fr3:�5 NOA F' 9199. Where to Obtain Information to complete tile calculations •0000• A�-_-�.,� ,e._.��,� .,..r�.�:_^--��u_w���-,�.`_✓_._��� .� _�.. - •• 'moi-=�__:�-�Y i�-`it:��r s'-i �••9••• 1919 1919 _ :1919••. ° ; a Where to Find • Description Sym bol Design Pressure i P1 or P2 or P3 i'Table 1 RAS 127,or by an engineer analysis prepared,sigr eVdhti sealedby if oro fessioh&C 0 0• engi *00600 000 neer based on ASCE 7. • • 19 • Mean Roof Height H-c h Job Site ..1919.19 ' G 19�T •' i � Roof Slopef� __ s-�—��r�=_�,� � • . . -• •:i �::�a 0 Job Site 1919•••• ___ • • . o • k Aerodynamic Multiplier x Product Approval(NOA)P• • •••• ; • • 11'Restoring Moment due to Gravity Mg i-_- -_ � � Product Approval(NOA) i Attachment Resistance j Mf Product Approval(NOA) ` i Required Moment Resistance Mr Calculated Ij LMinimum Attachment Resistance F Product Approval(NOA) Required Uplift Resistance Fr h- Calculated I 'Average Tile Weight -- ��--W � -- Product Approval(NOA)�� `1 �4 I=length Tile Dimensions w-width Product Approval(NOA) A MIAM... : I MIAMI-DADE COUNTY o / PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Boral Roofing LLC. 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 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: BORAL TileSeal LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo city, state aid f8flowing...... statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein:••• ; ••• •• 000000 .. 0000.0 RENEWAL of this NOA shall be considered after a renewal application has been filed and."has been tzo change in the applicable building code negatively affecting the performance of this product. •••• •• a•• •• *Soo 0 00 00000 • TERMINATION of this NOA will occur after the expiration date or if there has been a rev tUr Zr cha$le in the *0*** q,ple t of any product, •• materials use and/or manufacture of the product or process.Misuse of this NOA as an end4• • ••• for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to c6n1ply with ally sectioA •;• of this NOA shall be cause for termination and removal of NOA. """ 00 . 000 . 0 0 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, andKbllowed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA#12-1219.01 and consists of pages 1 through 4. The submitted documentation was reviewed by Juan E.Collao,R.A. NOA No.: 13-1113.05 MIAMFt?AD;COUNTY Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 1 of 4 6W ROOFING COMPONENT APPROVAL Category Roofing Sub-Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description BORAL TileSeal 36"x 36' rolls TAS 103 SBS self-adhering asphalt sheet material with a 36"x 72' rolls ASTM D 1970 white glass re-enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. MANUFACTURING LOCATION: 1. Brentwood,NH EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Underwriters Laboratories,Inc. R14610 Follow up Service 03/28/02 IRT-Arcon, Inc. 02-012 TAS 103 02/28/02 PRI Asphalt Technologies,Inc. NEI-006-02-01 TAS 103 04/01/02 PRI Asphalt Technologies,Inc. NEI-008-02-01 TAS 114(H) 07/30/02 PRI Construction Materials NEI-045-02-01 ASTM D 4798&ASTM CG.155. -..0$108/07...... Technologies,LLC. NEI-053-02-01 ASTM D 4798&ASTM CJ W : *9905/.01/08 •• NEI-076-02-01 TAS 103/ASTM D47969-;-- W14/11.•••:- NEI-034-02-02 -NEI-034-02-02 ASTM D 1970 ----•• 01/29/13:....; .... . .. ..... ...... ... . ..... .. .. .. ...... . . . . ...... NOA No.: 13-1113.05 MAMMADe COunmr Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 2 of 4 s APPROVED ASSEMBLIES: Deck Type 1: Wood,non-insulated Deck Description: 15/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck,membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626 with a minimum 4"head lap and a 6"end lap mechanically fastened to deck with approved 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 BORAL TileSeal Underlayment with a minimum 3"head lap and minimum 6"end lap.Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. Note: When used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 6"o.c.at the side laps. No nails or tin caps shall be exposed. Surfacing: Approved for Approved Adhesive Set Roof Tile Systems,Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake&Shingles,and Asphaltic Shingle assemblies. 8888 . . 0000 800..0 888890 .. 8888.6 000000 • • • .80000 8888 .. 0 0 0 . 8888 . .. 88886 8888.. 0 00 0 . •• •• •• 8888.. • 800000 0 . . .00000 • • • .00000 •• • •00 • NOA No.: 13-1113.05 Mu►4142ADe COUNTY Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 3 of 4 LIMITATIONS: 1. 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. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth,clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL TileSeal underlayment is 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 fire testing results. 10. 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. 11. 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. 000080 12. Roll or broom the entire membrane surface so as to have 100%contact with the surfaca,xi4i g spe ciai ahe ntiori to 0 so 0 overlap areas. • 6666.. .. 6666.. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly etwent Product Contpol . Notice of Acceptance and applicable Building Code. 000000 •• 6666.• 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This *s o piece sl.If to Pres* ec;, in place and formed around the protrusion to ensure a tight fit. A second layer of BO$E1'!r;MleSeal uritalaymgg ... shall be applied over the underlayment,and sealed using an SBS modified mastic. 696009 6 15. All products listed herein shall have a quality assurance audit in accordance with the'Florida Buij v4Code "0:0 Rule 61G20-3 of the Florida Administrative Code. 0 0 e 6 :6 9 9 6: 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name d;j go, city and state of manufacturing facility, and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below MIAMI-RADE COUNTY END OF THIS ACCEPTANCE MIAMI•DADE COU NOA No.: 13-1113.05 • Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 4 of 4 1 M �' 1 MIAMI-DADE COUNTY _IAMI PRODUCT CONTROL SECTION xi _ 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.miamidadLgov/economy ICP Adhesives and Sealants,Inc. 12505 NW 44"'Street Coral Springs,FL.33065 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 A 4J(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: ICP Adhesives Polyset'AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. 066006 . . 00000000.. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been A change '. 0000.. .. 0000.. in the applicable building code negatively affecting the performance of this product. 0 000•0 00 .. 0. ...... TERMINATION of this NOA will occur after the expiration date or if there has been ta.sevigion of utile in ;.. materials,use,and/or manufacture of the product or process. Misuse of this NOA as an ender ant of at*y►product,44106 sales, advertising or any other purposes shall automatically terminate this NOA. Failure tovbrnply with ann;4ction of•:• this NOA shall be cause for termination and removal of NOA. ...... 0 • . . . . ...... 0.000. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Aon tla�and followed by 6& expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shgJ 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 NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0322.03 M1 MAD,Wiimm Expiration Date: 05/10/22 Approval Date:04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset'AH-160 as manufactured by ICP Adhesives and Sealants,Inc.as described in this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,low,and high profile roof tile systems using ICP Adhesives Polyset'AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive Polyset®AH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPacV N/A Dispensing Equipment 30& 100 PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset®AH-160 roof tile adhesive. •..•.• .•.. 000.0. MANUFACTURING LOCATION: • 1. Tomball;TX. """' ;•.• 0000 . .0 0400• PHYSICAL PROPERTIES: ...••. ... 0 00900 .• 0000 . .• Prope Test Res. .• • Density ASTM D 1622 1.6 lbs./ft.3 •...:. Compressive Strength ASTM D 1621 18 PSI Parallel to rise • :••••• . . . ..•..• 12 PSI Perpendicular to rise•• • •••• 0 • Tensile Strength ASTM D 1623 28 PSI Parallel to rise •• Water Absorption ASTM D 2127 0.08 Lbs./Ft' Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-400 F.,2 weeks +6.0%Volume Change @158°F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.:17-0322.03 riAr7MADECOUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 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[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 d••••. 520109-6 . . 520109-7 • • •• • : •. 520191-1 TAS 101 •••;�• 03/0;799 520109-2-1 .... .. . ;••••; •••• • •• ••Y•• ••• • ••••• IMITATIONS: •••••• •. .. .. ....•• 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assernlpl}'b fire rating. .' 2. ICP Adhesives Polyset®AH-160 shall solely be used with flat,low,&high tile profiles- 3. rofiles.3. Minimum underlayment shall be in compliance with the Roofing Application Standard 44PAS:120. •••• •'�: 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset®AH-160 roof tile a(Yesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 MAMI DADE counnY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset'AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset'AH-160. 2. ICP Adhesives Polyset®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 ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset®AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and ICP Adhesives and Sealants,Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants,Inc.shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives 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. ICP Adhesives Polyset®AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF 1000 or ICP Adhesives ProPack®30& 100 dispensing equipment only. 7. ICP Adhesives Polyset®AH-160 shall not be exposed permanently to sunlight. & Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset®AH-160 has been dispensed. 9. ICP Adhesives Polyset®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. ."". .0..66 6. 0906•0 9.69 .. 6 9 .... . .. ..... ...... ... . ..... 006600 .. ...... •.6066 • • • • • • • •6.96• 0.66. 00 NOA No.: 17-0322.03 MIAMMAD:COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 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(I each longitudinal 17 grams per bead edge)20-25 sq.inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" or the Miami- Dade County Product Control Seal as shown below. •••• . • M�AM183ADE 4CCHINTY •• • •••• � •0 .� St 0000•• •• 0000•• • 0000•• • • • 0000•• BUILDING PERMIT REQUIREMENTS: •••• •• ...... .... . .. • As required by the Building Official or applicable building code in order to properly evaluate,*VitVtallattW pf:his 0000' system. •. •. •0 *00000 so . . . . .....• . ..0.00 .. ... • NOA No.: 17-0322.03 MIAMFDADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL# 1 augtk oiewm Paddy(6""h r&) FlatlLow Profile Tile i� rugWr•ai9 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 ' aoof the tile being set. L4stt•efa ept�in•d .' - " 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. s ,. Aw Medium Profile/ Double Pan Tile NaH tpuans,tM ptastNs ermerr� tether rc�sired:l paddy i&m.ath77 1 1. Starting at the eave course,apply a minimum 2" ey, t (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 file being set. 2 W1 a. �gts�►c•t.t ,' ' _ - 2. Continue in same manner. Insure appro xi1nately 17 j (109.7 cm2)— iti�23 (148.4.cm2lsquare'ipGb�ltihesiv.�.... � contact with the unders .df Me tile... •• Ftv.Clos ••..•• • • • Ea ie Cs+e " Falcm 0*66 •••• • •• ••••• NA.1tkroughPWakr•ra.nr-... I�•m.athisie3 High Profile/Single Pan 7;i�g • A'Atten stgtdr.d! • • • • 1. Starting at the eave course,apply a rMiNtIm 2""dWW . " y (50.8 mm)x 10"(254 n6)x ;"(25.4wgnfoam •• paddy onto the underlayment positioned M*shown tQ i„, /' under the pan portion of the tile closest to the a("'"kjo _ overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2)—23 (148.4 cm2)square inch adhesive E contact with the underside of the tile. Cowie- ti .Y' ?hate Eow desum �` Oti�rd9a NOA No.: 17-0322.03 MIAMFDADE COUNTY Expiration Date: 05/10/22 �Fmajie t Approval Date:04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#Z (z aiI to nm,�Po Ok Wm•nt Paxkly i8v"ww r,:.j FlaVLow Profile Tile p tea, 1. Starting at the eave course,apply a minimum 2"(50.8 f . 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 overlook 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. IL -' 2. At the second course,apply a minimum 2"(50.8mm) 10 in Yui = _.- Fasda 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 overlook 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. Nail throwah sic cemem Medium Profile/Double Pan Tile —_.Paddy Mentath Tyle;, 1. Starting at the eave course,apply a minimum 2"(50.8 -------Paddy � mm)x 10"(254 mm)x 1"(25.4 mm)foa"paddy onto the underlayment poltionge4 as sho"tr tinder tlW••;• 1' pan portion of the tile closes to the ov&tdrk Of the u - the being set.Insure approktih'a��ly 17(109.7•cm2) •..•• 23 (148.4 cm2)square inch•aclAes`ive contact with th;••••; underside of the tile. • 2. At the second course,applyda>,inimum 2"�(60.8mm}•••• x 7"(177.8 mm)x 1"(25.4 9my�foam paddy onto the • Vt 4; •Ca M„ underlayment positioned as show n undpan ••'••• portion of the tile closest tQ the.byerlock of the tile :....: being set. • 3. Continue in same manner.Insure approximately 12" (77.4 cm2)- 14(90.3 cm2)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 MIAMI•DADE COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) auough O"Tic earo"r v&dey Ms�h nlv9 High Profile/Single Pan Tile ���Po r�vn►•ay - - 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy li 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)— a�; ale. je° til "' �.-= 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) • r.�� Dune �9,e;• x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan ,Urrf"`•, a F domm portion of the tile closest to the overlock of the tile trap edge 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. e • • • 0000 0000•• 0000•• •• 0000•• • 000000 • • 6 0000•• 0000 :0. •• • • • 9 6 • • 0000 • •• 0000• •6•••• ••• • •99•• • • • • •• •• •• 0000•• • 9666.6 9 • • • 9 • 0000•• 060.99 6 • • •0966• • •• NOA No.: 17-0322.03 QMAL •DaDEMU Expiration Date: 05/10/22 Approval Date:04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 I o duough plasticamard Paddy(l�Was) 6ehenrequired) y 1. On the eave course only,apply a minimum 2" (50.8 mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy V ► (under mel onto the underlayment positioned as shown,under �. (MWP� the strengthening rib for flat tile or under the pan T3 tae portion of the tile for low or high profile tile closest to the overlock of the tile being set.Leave approximately 4"(10 1.6 mm)up from the eave skmepaddy edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 int(109.7-148.4 cm2)of forte 4�Y adhesive contact with the underside of the tile 2k�L s -�Eaveeeauua 2. Apply a 4"(101.6 mm)x 4"(101.6 mm)x 1"(25.4 mm)foam paddy onto the underlayment just below Rat/Low Brame Tile the second course line positioned foam paddy under the strengthening rib for flat tile,or under the Haumrong PUSS&ament singie em"under we pan portion of the tile,closest to the underlock for I.rhet rewPred! Paddy a wtueentam) the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm2)of adhesive cana ° paddy(ur der wel contact with the underside of the tile. o�tonal (Instructions continued on next page) on Mp Ole .... �G=16f. s`�, ��^ �, • • 0000 0000•• sftle�"- • • • • 000.0• •• •0000• ;a •0000• • • • to tin 0.00•• 0000 •• • :0 • ,..o EaY8 Chmure 000000 i 0000 00.00 • �� 00:00: •••• : 000.0 Caounswe Fasda •• •• •• 0000•• 0000•• • • • Medium RrameTile • • . • :00-'.0 ••.•.• NOA No.: 17-0322.03 MIAMI DADS COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3(CONTINUED) Nag duwxffi plasac Single paddy wider file when required) 3. Also apply a 2"(50.8 mm)x 4" (101.6 mm)x 3/4" Paddy° 'ales) (19 mm)paddy on top of the eave course tile Batieros --yPampundaffleo surface as shown,on top of the strengthening rib for flat tile or on top of the pan portion of the tile, Singlej closest to the underlock of the first course of tile. -�'' Install second course of tile.Insure approximately e:4ln �`� Y 9(58.1 cm2)- 11 (71cm2)square inch adhesive L``- contact with the underside of the tile at the overlap Sft*an 2s4In �$ ' and 7(45.2 cm2)-9(58.1 cm2)square inch re-= �I= 4�.— adhesive contact with the underside of the tile at the head of the tile.Continue in same manner. � asp Ea"closure Do edge High Praflie Tile • 0.0.00 • • • .00.00 0000 • •. ..••• 0000.. ••• • 000.0 •• 00 .• 00.0.•0 .••••• • • • • . • 000.0• •....• 0 • 000 0 .00.00 • NOA No.: 17-0322.03 MIAMI-DADE COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" t)Place enough adhesive to achieve ss to 70 sq.in. Steep pitch applications foam in contact with the pan tile. (when required)red) (/l50.8 mm.)x 10"(254 mm)x 1"/l25.4 mm) 2)Tum covers upside down.Place adhesive in paddy onto the underlayment positioned as tot ln.fromoutside edge ofcover tile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 25 sq.in.contact area ^� ° tiles from rocking until adhesive has a chance to underiayment i ' r cure. 2. Continue in same manner bringing two pan ' s - courses up toward the ridge.Insure ' - approximately 65(419.4 cm2)—70(451.6 cm2) square inch adhesive contact with the underside Sheathing of the pan tile. Eave closure (motarsham) 3. Turn covers upside down exposing the underside Weephole Fascia Board of the tile.Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Remove top portion of the ewe course cover tile.Abut to second course of edge of each side of the cover tile.Leave pan tiles.Ensure eave end of pan and cover tiles are flush at eave fine. approximately 3/4"(19 mm)to 1"(25.4 mm) Two Piece Barrel-High Profile Tile from the outside edge of the tile,inward,free of foam to allow for expansion. 9999 4. Turn cover tile over after foam is a1;ligd and ...... place onto pan tile coftW.1$sure a."nimum of 20(129 cm2)-25(16J al cm2)square Awl 9 6 6 6 contact area on each nide 4the cover file to thl • 9999. pan tile.Continue in sMe tllanne e.'frirh away• ' any cured exposed foadfldhesive.Roibling of ". longitudinal edges of Wa cSver tiles are .. .. 66 9066.9 considered optional. • 9999.. 5. When additional nailigg is cequire4,'2"130.8 mm)x 4"(101.6 mm7"Tert or theade vAre •9 9 9 9. system using galvanized,stainless steel,-;r 6 • copper wire and compatible nails may be used. END OF THIS ACCEPTANCE MIAMI-RADE CO NOA No.: 17-0322.03 � t' Expiration Date: 05/10/22 Approval Date:04/27/17 Page 11 of 11 1�1�41 Gr MIAMI-DADE 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.miamidade.aov/sera Bond Roofing LLC. 7575 Irvine Center Drive,Suite 100 Irvine,CA.92618 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:Villa 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state atA fpllowing statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. •r r r r* •••••• •Y • •r• • • RENEWAL of this NOA shall be considered after a renewal application has been filed andtDlfehas been ifd chan" rrrr • in the applicable building code negatively affecting the performance of this product. • • •••••• .... .0 r rrr• • •• 0000 TERMINATION of this NOA will occur after the expiration date or if there has been a revisionoor changes in the ..:..• materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any Abduct'•••;• for sales,advertising or any other purposes shall automatically terminate this NOA.Failure:tb'd$ibply with'any section*• of this NOA shall be cause for termination and removal of NOA. •••••• • r •rrrr• M ADVERTISEENT: The NOA number preceded by the words Miami-Dade County, Florida, and fo111ULd 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# 11-0713.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0308.20 MIAWMODE,...•CO� Expiration Date:09/21/16 Approval Date:06/21/12 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Cateeory Roofing Sub Cateeorv: Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Villa 900 Concrete Roof Tile, as manufactured Boral Roofing, LLC in Lake Wales, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, 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 Monier Lifetile LLC Villa 1= 17" TAS 112 Low profile,interlocking,high pressure extruded 900 w= 13" concrete roof tile equipped with one nail hole and %Z"thick double roll ribs. For direct deck or battened nail- on,mortar or adhesive set applications. Trim Pieces 1=varies TAS 112 Accessory trim,concrete roof pieces for use at w=varies hips,rakes,ridges and valley terminations. varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales FL. • 2.2 EVIDENCE SUBMITTED • ...... .. ...... Test Affencv Test Identifier Test Name/Reyort•••••• ;•• ate • Nutting Engineers 13343.1 TAS 112 ••;••; ••94,px.20060 e••• Redland Technologies 7161-03 Static Uplift Testing...., Qec. 1991 .• Appendix III TAS 102&TAS 102CA) • : :.00 •...:. Redland Technologies 7161-03 Wind Tunnel Testing •• ;•Dep. 1991.... Appendix H TAS 108(Nail-On) •.; Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs. smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) NOA No.: 12-0308.20 MIAM4DAD,COUNTY nwl Expiration Date:09/21/16 Approval Date:06/21/12 Page 2 of 7 2.2 EVIDENCE SUBMITTED Test Aeencv Test Identifier Test Name/Renort Date Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108(Nail-On) The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-76 TAS 100 The Center for Applied 25-7183-1 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws,Direct Deck) The Center for Applied 25-7183-2 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws,Battens) The Center for Applied 25-7214-2 Static Uplift Testing March, 1995 Engineering,Inc. 25-7214-6 TAS 102 (1 Quik-Drive Screw,Direct Deck) (1 Quik-Drive Screw,Battens) Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 TAS 101 Dec. 1998 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584 QViSniber 1996 25-7804b-8 000000 6660.. 25-7804-4&5 •••� % ••• • •6 25-7848-6 •••;•• •• """ 0000.. Walker Engineering,Inc. Evaluation Calculations Aerodynamic Multiplie;rb .. Mai 200to&0 Walker Engineering,Inc. Evaluation Calculations Two Patty Adhesive Set S�A!I ' April 199v:6�• 0000. ... . 0000. Walker Engineering,Inc. Evaluation Calculations Restoring Moment Due to eri�ravi4y ArAl 200(r••;• 0000.. 0000.. . . 0000.. NOA No.: 12-0308.20 MIAMFDADE COUNTY Expiration Date:09/21/16 Wi Approval Date:06/21/12 Page 3 of 7 3. LEWrATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 33 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 Villa 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119,and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W)and Dimensions (I x w ) Tile Profile Weight W(Ibf) Length-I (ft) Width-w(ft) Villa 900 Concrete Tile 10.94 1.425 .9.08 . . 0000 0000.. Table 2: Aerodynamic Multipliers -X(ft') Tile 2 (fe) 0 0 0 0.. (fe) . 0000 . Profile Batten Application DOtIVeck A neatioA Villa 900 Concrete Tile 0.289 0.2 • • 0000 .... 0000.. Table 3: Restoring Moments due to Gravity-Mg (ft-lbp 0 • Tile 3":12" 4":12" 5":12" 6":12" . 7112"dr greater . 000 Profile 0..0 OGG 0 • • Villa 900 Battens Direct Battens Direct Battens Direct Battens Direct Battens' Direct Concrete Tile Deck Deck Deck Deck Deck 6.79 7.70 6.73 7.62 6.63 7.51 6.50 7.37 6.36 7.21 NOA No.: 12-0308.20 MIAMbOsADECOUNTY Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Villa 900 2-10d Ring Shank Nails 27.8 37.4 28.8 Concrete Tile 1-10d Smooth or Screw 8.8 11.8 4.1 Shank Nail 2-10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2#8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Cli Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Villa 900 Concrete Tile Adhesive 21: .. 1 See manufactures component approval for installation requirements. . . 0000 0000. 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. .. ... 3M""2-Component Foam Roof Tile Adhesive AH-160.Average weight per patty 8 grarTme••• •9 Goes" 0000.. 0000.. Table 6: Attachment Resistance Expressed as a Moment-Mz(obf) •••• • for Single Patty Adhesive Set Systems Tile Tile Application 'Minimum Atta'c'hmenf�•� Profile Res' ta rLpe •' 0000 . Villa 900 Concrete Tile 3M 2-Component Foam Roof Tile Adhesive AH-160 8G 31VI2-Component Foam Roof Tile Adhesive AH-160 •• 455 • 3 Large paddy placement of 54 rams of Pol ProTm. 4 Medium paddy placement of 24 rams of Pol ProTm. Table 8: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Villa 900 Concrete Tile Mortar Seto 20.60 5 Seespecific mortar manufacturers Notice of Acceptance NOA No.: 12-0308.20 MtAM!•DADEcoUNTY Expiration Date:09/21/16 Approval Date:06/21/12 Page 5 of 7 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved". LABEL FOR VILLA 900 CONCRETE TILE (LOCATED ON THE 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. . . .... ...... 00 00 00 ...... .. ...... .... . .. ..... ...... ... . ..... ...... . . % . ...... .... . ...... NOA No.: 12-0308.20 Mu�rttit E Couw nr Expiration Date:09/21/16 FTESM Approval Date: 06/21/12 Page 6 of 7 PROFILE DRAWING Mad how �-" 1112" s Overkxk 21/811 17" Underkock i 13" see* • 0000 ..0••. .• • ... 00 090.00 .. .00000 000006 • • • 9 9 . • 9 • 0 • . • • VILLA 900 CONCRETE ROOF TILE 0000.. 0' . . • . . . . 0000.. 0000.. END OF THIS ACCEPTANCE •••• NOA No.: 12-0308.20 MIAMMADECOUNTY Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 7 of 7 m n OR SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section,it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor.The owner's initial in the designated space indicates that the item has been explained. 2• -� Renailing wood decks:When replacing roofing,the existing wood roof deck may have be renailed in accordance with the current provisions of Section R4403.(The roof deck is usually to concealed prior to removing the existing roof system). 4. Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roof deckin can be viewed from below. The owner may wish to maintain the architectural appearance;therefore, 9 roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. s Overflow scuppers(wall outlets): It is required that rainwater flows off so that tfi tis ...... not overloaded from a buildup of water. Perimeter/edge wall or other roof extensipu tniy bloc$jWs .' discharge if overflow scuppers(wall outlets)are not provided. It may be necessjryjg jastall overflow; •• • scuppers in accordance with the requirements of Sections R4402, R4403 d 3a• •• •• • caner/Agents �ignature Date I� Con ac • or Signature D tG ' W • • • Property Address • ' 9000 0 0. tie":• Permit Number .: • Revised on 7/9/2009 LD;07/01/2015;