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RF-17-588 �A Pert € ll`-'+ 714, rm Miami Shores Village �t );�' Rile 10050 N.E.2nd Avenue NE Wt�G�! Miami Shores,FL 33138-0000 ROVED Phone: (305)795-2204 9� pi ration:iration: 09/03/2017 ; 17# i1 Project Address Parcel Number Applicant 1224 NE 96 Street 1132060143931 Miami Shores, FL 33138- Block: Lot: LINDATONDEUR Owner Information Address Phone cell LINDA TONDEUR 1224 NE 96 ST (305)961-6033 MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone CHERRY ROOFING ENTERPRISES INi 954 963-2741 Valuation: $ 28,500.00 ( ) (954)658 9878 Total Sq Feet: 4500 Type of Work:Re Roof Available Inspections: Additional Info:REROOF TILE Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Review Roof Renailing Affidavit Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 CCF $5 DBPR Fee $5.2255 Invoice# RF-3-17-63198 $ . 03/07/2017 Check#:1565 $865.90 $50.00 DCA Fee $5.25 03/07/2017 Check#:1562 $50.00 $0.00 Education Surcharge $5.80 Bond#:3328 Permit Fee-New Roof $350.00 Scanning Fee $9.00 Technology Fee $23.20 Total: $915.90 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS A. ID V : IV..nthall the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio a zo g. F ,I authorize the above-named contractor to do the work stated. March 07, 2017 %u-thd'rIz4d Signature:Owner pplicant / Contractor / Agent Date Building Department Copy March 07,2017 1 /7l(7 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NOVTAX FOUONO.11-`b2c7lrr'Oty''3aot OR BK 30447 Pg 698 QPgs) RECORDED 03/07/2017 12:43:0.3 HARVEY RUVIN? CLERK OF COURT STATE OF FLORIDA MIAMI-DADE COUNTY Q FLORIDA COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property and In accordance with Chapter 713,Florida Statutes,the following information Is provided In this Notice of Commencement. Space above reserved for use of recording office 1.Legal description of property and street/address:_t�1.r1.y N cl* SAM m Skx0al. 2.Description of improvement: (bio ICS . 3 Owners)name and address; L.n o nAZT. 1224 fVl. Ot e_ % r (Ai%— S�rtorGs 1 3 t�v$ Interest in property. Name and address of fee simple titleholder: 4.Cktractor's name,address and phone number: 'n" vm�t�Lkc)AMC- `P . 33C?z,`i "1«l 4L1.4 5.Surety:(Payment bond required by owner from contractor,If any) Name,address and phone number: Amount of bond$ 6.Lender's name and address: 7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes, Name,address and phone number: 6.In addition to himself,Owners designates the following person(s)to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Name,address and phone number: 9.Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OFTHE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13.FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING R NOTICE OF COMMENCEMENT. Signature(s) O cer/Director/Partner/Manager Prepared B Prepared By Print Name ISPrint Name Title/Office Tide/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE /►/� d' Be foregoing ns rumen as ac ted before me this I day of y �(JJ ❑individually,or ❑as t Ab iloR for 0 Personally known,or*roduced the following type of identification: +L- Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525,FLORIDA STATUTES Under penalties of perjury,I declare that I have read the foregoing and JENNIFER D COLE that thefac fated in it are true,to the best of my knowledge and belief. •.`' MY COMMISSION#GG049276 Signat e(s) wner(s)or Owner(s)'s Authorized Officer/Director/Partner/Man ! gn@gl(FtpWg November 21,2020 By By _ 123_01-52 PAM3 ens it ATE OF FLORIDA,COUNT OF DADE PND COUIyl�, I HEREBY CERTIFY that this is a true copy of the J�ti ct[ee ('o original filed In this officeAn day Of 4Ci MAR 0 7 , A D 20 WITNESS my hand an ictat•Seal. qty INN opo w Hurt 1ARVEY R ,CJLE , of Circuit and County Courts /OfOE D.C. Coin qv TANASHIAARNOLD#201144 CIVIL RehEEngineering Corp. 2370 Southwest 123rd Avenue Miami,Florida 33175-1174 17- Tel:305-823-8008 7-Tel:305-823-8008/305-397-6414 ENGINEER Fax:305-823-3300/305-884-8834 Website:www.reilehengineering.com March 29,2017 Cherry Roofing Enterprises 3901 Southwest 40 Avenue Hollywood,Florida 33023-6223 Project: ROOF TILE UPLIFT TEST REPORT Residential home 1224 Northeast 96 Street Miami, Florida Information provided by client: Permit Number:Not Provided Date Completion: March 27,2017 Roofing Contractor: Cherry Roofing Enterprises Project Number: 17-0348 (Testing Laboratory Certificate#11-0715.04) Dear Sirs; In accordance with ;our request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above veferenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adheeive set tile system and mechanically attached,rigid,discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet,and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be concrete/clay Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection,the entire area of the roof was examined for loose tiles. Not less than one(1)tile in ten(10)of all components in the field area and one(1)tile in five(5)of all tiles in the perimeter and comer areas were physically examined. A minimum of one(1)test per every two(2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. used on,pur test results;we-conclude that the installation of the roof file a+the abave;reference4 project meets the test requirement outlined in the above mentioned protocol `Aftached pleasefirid a copy of ou*test reQort for= our review..s,e.a_ .'. __ _W, �� 4 �__t ,. 'i _a z. ..2,. STATE LIC.• CCC1325485 ii ■� . Cherry hoofing Retool,Repair,Commercial,Residential Since 1954-40 years experience FREE ESTIMATES JOHN CHERRY C:954-559-6446 Johncherry77®gmall.com F: 754-400-9735 Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation Mohamad Sonny Saileh,P.E.49014 Project Manager TII.E ump TEST Residential Home 1224 Northeast 96 Street Miami,Florida Cover Page Page 2 thru 6 of 6 Drawing 17-0348 Reileh Engineering Corporation—Project Number-17-0348—Page 2 of 6 Report of TILE UPLIFT TEST for Residential Home 1224 Northeast 96 Street Miami,Florida Project Number: 17-0348 Test Number Test Load b Test Status' 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation—Project Number-17-0348—Page 3 of 6 ' 'Test Number Test Load b Test Status' 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass Reileh Engineering Corporation—Project Number-17-0348—Page 4 of 6 -'Test Number . Test Load b Test Status 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass 81 35 Pass 82 35 Pass 83 1 35 Pass 84 35 Pass Reileh Engineering Corporation—Project Number-17-0348—Page 5 of 6 •Test Number „r „ Test Load b Test Status .*. 85 35 Pass 86 35 Pass 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass Test 1-16 Corner, 17-27 Ridge Caps,28-46 Perimeter,47-90 Field Reileh Engineering Corporation—Project Number-17-0348—Page 6 of 6 Ila \12 34 33 32 31 Z9 ' a 72 71 69 67 70 68 66 58 35 yy 65 3O 59 56 60 63 64 7A � � 76 61 61 90 I3 3d � B IA � 2"9 7 77 23 47 46 49 39 78 Be 65' 6 5 45 85 40 79 15 52 50 80 44 51 84 53 54 55 82 83 a I 2 42 43 3 4 NUMMR 0r 1t5r KPJMMR m 1300 5F OAna CAP lV5rLOCAAON FEW m 44 COUR - 60 5F QQ COM0 16 Mk M tR f715rANa,a m 3' L MNGM5 011.�05E 1e TL6G CAP o 11 COM AITA- 3'X 3' APPPDX.kOCrr T5r LOCA110N5,AMA5, ANP PIWN51ON5 s Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 1' � _- __- j INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC20(q BUILDING Master Permit No. h — S PERMIT APPLICATION Sub Permit No. BUILDING ❑ELECTRIC ® ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL ❑PLUMBING ❑MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I QZLI PIC- q),p G� City: Miami Shores County: Miami Dade Zia: Folio/Parcel#: 11•-;2.aa. -011.k-393% Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: t�v � C - Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Urt,60. _G(14W_U.f.. Phone#: 2v05 2BU -44 21 Address: 122U N& 0l o. 5k City: 1A%0-Mk '5�10ceS State: EL Zip: 3 313$ Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: ( �QOt�cl� Phone#:2W '19ti �103-`2.Fu Address: 3RC)k gW CAO Aye. City:Wetk ?ac-,f. State: Zip: !�3e 23 Qualifier Name: VAS J dner cu Phone#: qSU C1,61-7-�4 State Certification or Registration#: CCC I z,264 S 5 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 25,-05 0 Square/Linear Footage of Work: y!&0 a Type of Work: ❑ Addition ❑ Alteration F-1New ❑ Repair/Replace ❑ Demolition Description of Work:�IUt L 1 lI- Specify color of Color thra tile: -�tv AIL% AfVV n�j&'A4J `- /U-0 XRWL.A g®0 Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (reviSedO2/24/2014) n • A Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVR: 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 absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. S 4_9Signature WNER or AGENT CONTRA OR The foregoing instrument was ackn wledged beforep me this The foregoing instrument was acknowledged before me this / � day of 444/ i' .20_ "Il .by d of by • ,9 Q ��6�A r3ho is personally known to �f�` w�lper�sonallvnown to me or who has produced °'IAC as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUB 'i ,,� JENNIFER O CODE NOTARY PUBLIC: � ' ;: JENNIFER D COLE 'ger: OMNI N#40049278 'COM 88ION*44049278 PIRES mbar 1,2020 EXPI Novamber 21,2020 Sign Sign: Print: ><! Print: C Seal: Seal: iNMM#NbMtik4RFRMR+YiMiMq•iMM•MMMiFk44MiMMi iRRpRMUMkNMRMKMtlkPiMF•NiBMPM•ikWM•M•YtlNitFNNMMNW NbMMMNNeMNMNMM APPROVED BY7,77-1711p'i lans Examiner Zoning Structural Review Clerk (revisedo2/24/2014) �SH�� D� Miami shores Village ��■ nut Building Department °n. .e 10050 N.E.2nd Avenue �•4OR1"'pA 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: 2-1z-47)0( -)- 10050 NE 2nd Ave Miami Shores,FI 33138 Re: Owner's Name: LA(144a lWN deuZ. Property Address:_ 1%24 NE7 a,U 154 Roofing Permit Number: Dear Building Official: I Li nclo► TcnAe.uf• certify that I am not required to retrofit the roof to wall connections of my building because: O'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 ed'' of the South Florida Building Code(1994 SFBC) ')[ LIl 1Y D A —TD ki ®a UIZ Signature Print Name JENNIFER D COLE •� P :"• k, State of Florida '= MY COMMISSION#GG049278 County of Dade V ►,,,.•'• EXPIRES November 21,2020 The undersigned, being the first duly swom,deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of 4144z Nota Public Sate of Notary Floridaa at Large G-..--✓t • When the just valuation of the structure for u rerr 'Oona + �G 1 purpose of ad alo is equal to or more than$300,000.00,and the budding was not constructed with FBC nor a 1994 SFBC.Then you must provide a building appiication from General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 2/27/2017 Property Search Application-Miami-Dade County OFFICE OF THE PROPERTY APPRAISER \sy Summary Report Generated On:2/27/2017 Property Information � c Folio: 11-3206-014-3931 � �� a 1224 NE 96 ST Property Address: Miami Shores,FL 33138-2554 3 r Owner LINDATONDEUR Mailing Address 1224 NE 96 STp MIAMI SHORES,FL 33138-2554 R � Primary Zone 1400 SGL FAMILY-3001-3250 SQ 0101 RESIDENTIAL-SINGLES Primary Land Use FAMILY:1 UNIT '� �c_-x "�` ��. Beds I Baths I Half 4/3/0 Floors Living Units 1 fi Actual Area 2,940Sq.Ft F Living Area 2,305 Sq.Ft ' � ?.,>. *.b � r ��. ' '�,, °'� .fir•:. 3x_L�`s Adjusted Area 2,622 Sq.Ft Lot Size 11,360 Sq.Ft Taxable Value Information Year Built 1957 2016 2015 2014 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year. 2016 2015 2014 Taxable Value $310,988 $308,4791 $305,634 Land Value 9,918 ,743 $216,195 School Board Building Value $185,490 5,762 $181,224 Exemption Value $25,000 $25,000 $25,000 XF Value $24,486 $24,761 Taxable Value $335,988 $333,479 $330,634 Market Vai $642,416 $556,991 $422,180 City Assessed Value $360,988 $358,479 $355,634 Exemption Value $50,000 $50,000 $50,000 Taxable Value $310,988 $308,479 $305,634 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Cap Assessment Reduction $281,428 $198,512 $66,546 Taxable Value $310,988 $308,479 $305,634 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Previous Sale Price OR Book-Page Qualification Description Board,City,Regional). 07/01/2001 $362,000 19815-3201 Sales which are qualified Short Legal Description 07/01/1972 $58,000 00000-00000 Sales which are qualified 5-6 53 42 MIAMI SHORES SEC 3 PB 10-37 LOT 15&W30FT OF LOT 14 BLK 84 LOT SIZE IRREGULAR OR 19815-320107 2001 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 hftp://www.miamidade.gov/info/disclaimer.asp Version: + 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. �Rftnalling wood decks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system). a. —::7 Exposed Ceiling:Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of main 'Hing the appearance. 6 Overflow scuppers(wall outlets):It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It m necessary to install overflow scuppers in accordance with the requirements of Sections R440 ,R 03 and R4413. Own ignature Date Contractor SignatLW Da 12 Ly N C— 910 8E . Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; RMS e RW�►�' 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 inifial in the designated space indicates that the item has been explained. Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system). Exposed Ceiling:Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of main 'ning the appearance. 6 Overflow scuppers(wall outlets):It is required that rainwater flows off so that the roof is not overloaded from a buildup of water.Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It m necessary to install overflow rs in accordance with the requirements of Sections R440 V R 03 and R4413. 4� Z)4ignature Date Contractor Signat Da 12 N iu C— 910 8k . Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Unfform Permit Application Form 1 1 Section D(Steep Sloped Roof System) 1 ` !1 1 Roof System Manufacturer. �� `�t-'t 1 Notice of Acceptance Number. 11-0 22 -a 0-% � 1 Minimum Design Wind Pressures If Applicable(From RAS 127 or Calculations): 1 P1: 3fl1•l P1: (2% 1 P1: (CLCD 1 1 Deck T i YPe� 1 Roof Slope: Type Underlayment: �}S i pZ2Ca TtWCE XL 30* 1 ..1. 12 Insulation: �— • i • N f� ..;. 9960.. 9 0 Fire Barrier: 000.0• •• •0 •966.6 tJ(p, 6999.00 � 9. 9 999.. mwelc .Z. 6 Ridge Ventilation? Fastener Type&Spacing: ' Ifa • '• I 6 e•*• IV/b 2 E9003 to Re _0 oc AT 4 . 0 999690 6961 9 96699 Adhesive Type: i (a —• • --1 j•: •••••• ------ 1 t 6 9 9 6 6 Type Cap Sheet: 4010 if 0 ••`•• a . . 66996• 96 6 996 . 6 j Mean Roof Height: 114 Roof Covering: -� lee Type&Size Drip Edge: 1 jGs1vo.�izR.d. 1 f 1 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.39 Copyright to,or licensed by,ICC(All.RIGHTS RESERVED);aceessed by Elieu-r Palacio on Jun 8,2015 1032:12 AM pursuant to license Agreement.No further reproductions autboriud. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Applicatio n 1 Section A(General Information) Master Permit No. Contractor's Name rN so Job Address- MUCAO Rkjt ROOF CATEGORY 0 Low Slope 13 Mechanically Fastened Tile Mortar/Adhesive Set Tiles 0 Asphaltic Shingles 13 Metal PaneUShingles Wood Shingles/Shakes IJ Prescriptive BUR-RAS 150 ROOF TYPE a 0 New roof 0 Repair 0 Maintenance 0 Reroofing 0: ROOF SYSTEM INFORMATION0 Low Slope Roof Area(SF)_ej1nL Steep Sloped Roof AREA(SSF) _4:�00 Total(SF)_f0Vdb- 0 00000 00000*1 06:06 Section B(Roof Plan) 00000 80 Sketch Roof Plan:Illustrate all levels and sections,roof drains,scuppers,overflow 0 scuppers and overflovodrlast Include dime*no ooeoee sions of sections and levels,clearly Identify dimensions of elevated pressure zones and location of parapetp,.0 0, 0 0 0 so 0 00* 0 _T LLI ® aV -r C� > <fn UJI IM -1 V j L-11 > C) 7- LL, FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.37 Copyright W.Of fi--d by,[CC(ALL RIGHTS RESERVED);accessed by Eliew Palacio on Jun B.201510-.32:12 AM pursuant to License AgrCCMWL Na further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES f r Florida Building Code 5th Edition(2014) 1 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section E(Tile Calculations) For Moment based tile systems,choose either Method 1 or 2.Compare the values for M,with the values from K.If the M,values are greater than or equal to the Mr values,for each area of the roof,then the file attachment method is acceptable. 1 1 Method 1"Moment Based Tile Calculations Per RAS 127" x 144&-i =I?_'T -M91.-M==M„F�3 Product Approval M,�?+ 1 (P2:6� � xkgt5 �)-Mg:I�=M43 Product Approval M, 35."IL 1 (P310o �x1D313 =31 Sf91)-Mg::�-PA =M,Z3-5991 Product Approval M, 3 g.1*_ 1 Method 2"Simplified Tile Calculations Per Table Below" 1 Required Moment of Resistance(M)From Table Below 30-Q Product Approval M, 3$--- Mr -- Mr required Moment Resistance• Mean Roof Height �y� 1 Roof Slope `/ 20' 25' 30' 40 0 0*• 1 • 2:12 34.4 36.5 38.2 39.7 42 ••.• •••••• 1 • 3:12 32.2 34.4 36.0 37.4 39.8 • • : • 4:12 32.2 33.8 35.1 • • •• •• •••••• 1 37.3•• • • • • 5:12 28.4 30.1 31.6 32.8 •••••• 1 32 go* •••• • • 6:12 26.4 28.0 29.4 • • • 1 24.4 25.9 30.5 32. ... •••• ••�••• 7:12 27.1 28.2 30.0••• • ••• • ••••• 1 'Must be used in conjunction with a list of moment based file systems endorsed by the Broward County Btgrd'ol Rules and • 00 1 Appeals. :00:8: . • 1 For Uplift based file systems use Method 3.Compared the values for F with the values for Fr. If the F'values are greater than:x0 00:0 1 equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. • • • • • 1 .••••• Method 3'Uplift Based Tile Calculations Per RAS 127' • • (P1: xL = - •• 1 —-—x w:_--) W:_x cos B_=Fr,_ Product Approval F' (P2 x L_-_x w:__)-W:_x oos O_=F,_ Product Approval F' 1 (P3:_xL_=_xw:__ )-W:_xcasg_=F,_ Product Approval F' 1 1 Where to Obtain Information 1 Description Symbol Where to find 1 Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 1 Mean Roof Height H Job Site 1 Roof Slope t3 Job Site 1 Aerodynamic Multiplier x Product Approval 1 Restoring Moment due to Gravity Mo Product Approval Attachment Resistance Mr Product Approval 1 Required Moment Resistance M Calculated 9 1 Minimum Attachment Resistance F Product Approval 1 Required Uplift Resistance F Calculated 1 Average Tile Weight W Product Approval 1 Tile Dimensions L =length W=width Product Approval 1 All calculations must be submltted to the building official at the time of permit application. 1 15.40 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) ' I I 1 I Copynght to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Miezer Palacio on Jun 8,201510:32:12 AM pursuant to Lrcense Agreement No further reproductions authorized. f J MIAM-RADE COUNTY PRODUCT CONTROL SECTION DEPAR7MM O1:FEILMITTING,LWIROMl WT,AND REGULATOR'AFFAIRS(PERA) 11903 SW 26 Sb-a*,Roam 208 HOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE 4F ACCEPTANCE ff QA) Doral Roofing,LLC 7575 Irvine Center Drive,Suite 100 Irvine.CA 9XIS 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 Car *0*" tioru (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve th:eiAt to have this .' product or material tested for duality assurance purposes.If this product or material fails to peafeam in thaecupted ....:* manner,the manufacturer will incur the expense of such testing and the AHJ may imwediatelyaevoke,modify,or 0000.. suspend the use of such product or material within their jurisdiction. PERA reserves the right to levoke tMe•• • acceptance,if it is determined by Miami-Dade County Product Control Section that this proNMor matel'!mWis to ••;••• meet the requirements of the applicable building cue. 00000: •••0 • •••.• •• •• •• 0000.. This product is approved as described herein,and has been designed to comply with the Flpr"uilding Cede •• including the High Velocity Hurricane Zone of the Florida Building Code. 0 •••••• 0000.. 0 . . 0000.. DESCRIPTION:moony X00 Concrete Roof Mie 00 6000 : • LABELING:Each unit shall bear a •• permanent label with the manufacturer's name or logo,city,state and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERhUNATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Disuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVE SMWENa':The NOA number preceded by the words Miami Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA#07-0711.03 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. << NOS,.Na:12-0222.03 Expi Clan HDa 7 Appmval Date: 841f9112 Pale E of S OOFING Mummy APPROVAL Qffmca Roofing M&DIUMM. hoofing Tiles Concrete ftk T W. Wood 1. SCOPE This NOA approves a system using Saxony 940 (Shake, Slate do Split Shake)Concrete Roof Tile, as manufactured Ileal Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements,as determined by applicable Building Code does not exceed the design pusure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PROD{cTIDE PTI®l •••• •••••• lldnnufactured by 'fest P ....:. AMAMI Pirn9411221 Sued ftlaons DM-ribtw• ;....; .... .... . . Saxony 900 1-17" TAS 112 Flat profile,interlockj�,�figh. ...... ..... w=13" pressure extruded canareteroof We. . ..:..' 1-5132"thick Slate equipped with two neif Was. For •.: ...... 1-9132"thick Shake& direct deck or battegpftai�ou,mortar •• Slat Shake set or adhesive set applications. i...i. •••••• Trim pieces Length:varies TAS-112 Accessory trim,boos�d'Barcelo •, :•••• Width:varies concrete roof pieces for use at hips, •• varying thickness rakes,ridges and valley terminations MANUFACTURING LOCATION manufactured for each tile profile. 2.1 I NUFA CA 8 IOa� 2.1.1. Lake Wales,FL. 2.2 SlBMI7"I`ED EVIDENCE: Iest Anemcv 't£'est Idenat-a 'fest 14tw.9 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix Ill TAS 102&TAS 102(A) The Center for Applied 94-094 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Enginewing,Inc.. TAS 101 (Adhesive Set) NOA No.:1241227-03 Expiration Dalc 04/26/17 Approval wee 04119/12 of 8 The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Direct Dock) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (I Quik-Drive Screw,Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (I Quik-Drive Screw, ••••• .... ...... Battens) .'• • Redland Technologies 7161-03 Wind Tunnel Testing •....I)ec. 19%,'.: •.•a:• Appendix 11 TAS 108(Nail-On) •••i.• • • Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing •...Aug. 199* ..••• 1994 TAS 108 (Nail-On) ••• • ..... Redland Technologies P0631-01 Wind Tunnel Testing ••'••luly 1994 •••••. TAS 108(Mortar Set) ;••;•; • . . . ....:. Redland Technologies P0402 Withdrawal Resistance j . ept. 1$93••• . Testing of screw vs.smooth.•' i 000 • i"'• shank nails • The Cuter for Applied Project No.307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-77 TAS 100 Atlanta Testing&Engineering, 121.894 Physical Properties Aug. 1994 Inc. 112.894 TAS 112 113.894 Celotex Corporation Testing 520I09-1 Static Uplift Testing Dec. 1998 Service 52011I4 TAS 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service TAS 101 Walker Engineering,Inc. Evaluation 25-7094 February 1996 Calculations Walker Engineering,Inc. Evaluation 25-7496 April 1996 Calculations Walker Engineering,Inc. Evaluation 25-7584 December 1996 Calculations 25-7904b-8 25-7804-4&5 25-7848-6 NOA No.:12-0222.03 ExpiraOn Datr. W2W17 App val Doe 04119/12 P 3 off � j 1 3. L A 8 ONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift test shall be performed in accordance ce with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Ceitiflied Laboratory to perform quarterly test in accordance with TAS 112,appendix `A'. Such testing shall be submitted to the Building Code Comphance Mice for revie, 3.4 Minim, undedayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped undedayment applications way be installed perpendicular to the roof slope unless stag otherwise by the widmiayme nt material manufacturers published literature- 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be M compliance with the applicable Building Code. INSTALLATION *fees* 0 0000 0.0.08 0 0 0 4.1 Barcelona 900 Concrete hoof Tile and its components shall be installed irk• e1 kompD! .: with Roofing Application Standard RAS 118,RAS 119,and RAS 120. 4.2 Data For Attachment Calculations •••••• • .000 0000 0000.. Table 1: Av ga Weight and 01nmejon p x� 60000• Tile Profile ® y 609.6 0000.. •• Barcelona ow11.5 1.417 . 7 :wV]* 0000:0 Table 2: Aerodynandc MuMpHem-A Or) •••••• 'file %{fid �, • Prole Batten Application Dimat Deck Applicaftn Barcelona 900 0289 0.313 Table 3: Restwft Monwft data to Grafi-Mg(lt-1 Tile 2":12`° 3":12" 4":12" 7":12"or IPrarde gmater t3arcetonaBattens erect Direct l3aftens Direct Direr 900 Deck DecQc Deck D� Deck 7� 9.13 721 9.05 7.10 793 6.96 1.79 6.79 1.6$ 6.61 1 7.40 NOA We a 12-0222-02 E*mtbm Bat= W26117 AppmvW Dam W19112 Page 4ef7 • v ` - 1 Tele 4: Aftchmnt Resistance Expressed as a Moment-Mr(ft4bg for Mail-®n Sysftnn Tole Fastener T [Mract k Mract k da ns Prol (ren 932" (min. 19132" plywood) plywood) �rexlona 28,6 41.2 19.4 1-10d Smooth or ScrewwkNall 5.1 6.8 2.8 2-1Od Smooth or screw Shank Noils 6.9 9.2 7.3 1 . screw 20.7 20.7 10.1 2 AS Screm 43.2 4.3.2 29.8 1-10d Smooth or Screwstank Nag 23.1 23.1 19.0 ted 02) 1-10d Smooth or WSW Shank Naii 29.3 29.3 24.0 e G 2-10d Smooth or Screw Shank Mals 27.6 27.6 38.6 Meld 2-10d Smooth or Screw Shitk Naft 38.1 38.1 . 41 .. ...... sere CU ...... .. .. ...... Table 5: Athchment Resistance Expressed as a Monwnt m,(-W.. for Two Patty Adhesive Set Systems 6960 ...... . Tile Tile Application MinBch ..... profile . ••••• Brcelona 900 Adhesive ...... 9 S®e naara •••• • eafatctadre�s CornponBratmpmvel for' on reauimments. . . • 2 Dour Cheffftd FiteBond AVWage weighter . �••••0 Po Pr Inc.Av P 10.7 grams. . Table 6: Attachment Re--s-1-stance Expressed as a Moment-Mr( t4 for Single Patty Ad We Set Systems Profile'file 7318 Application Minimum c rat Resistance Barcetom goo l'ot foam P row" 65.5 powoarn P ow 38. 3 ter of 6 of E TM 4 Med�taaa P299Y Placenmat of 24mm of Table 7:Aftachment Resistance Expnmsed as a Mo - 4ft4 for Mortar Set Systems MIS 'file Attachment Profile Application ResosUnce Barcelona 900 Mortar Set 24.5 5. Toe-Ta3c Roof THe R�orP�r IST®A No.- 12-OZZLOI XupirmOm Dat= 04/26/27 AppmvaR Data 04119112 Pap 9*T7 � � 1 L t LABELRNG 5.1 All dies shall bear the imprint or identifiable maiking of tb mmufactur&s name or logo as detailed blow,or following statement'"Miami-Dade qty Pwduct Control Approved". Y a+Ey LABEL FOR BARCELONA 900 TMIZ(LAKs WALES FL SAN'2) LOCATED UNDERNEATH TILE • • 0000 0000•• 6.1 Application for building permit shall be accompanied by copies of the followi4*• 0 . 6.1.1 This Notice ofAcceptance. Soo* iiia �•••• 6.1.2 Any other documents requiems by the Ektildin$ficial or aipplicabletviemg"•••i .•... in order to properly evaluate the installation of this systema. ••+••• 00% i ••••• •• •• •• 0000.• • • i ••000• • • • • • KOA No..12-022LO2 Espimdem Dat: W207 App,-z al Dmtm W19/12 607 PROFILE DRAWING MAL HOLES d OVERLOCK ,f Q �G ems.- 3&8' 17't 0000 • • 0000•• •• • • • • 0000•• • • •• •• 0000•• 0000•• • • • j 13' 0000 0000 0000•• 0000• •0000• • • ��gg��yy��qq�� pp��+.��..{{ •000• �e{`5DERLOCK -1- •00000 •••0 : ••i••0 • • •• •••••- � 0000•• 0000• • 0000•• • • • •• • ••s • •••••• •0 .IN-IIB ol°THUS ACCERYTAI` CIM E40A rio.o iz-0222.42 Euphnflam Date. 04/26/17 716 deo 04/19/12 Psp7®ff7 MIAMI DADE MIAMI-RADE COUNTY p PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w%" ouamidade g iec®n"ime 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN.55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). •00*0 This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Prg • �. c>.q Control Sectipn •' (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the rig4W:k#e this pioddct ••••:• or material tested for quality assurance purposes.If this product or material fails to perform in the accepted many ej,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modif -or.$uspen84,U ase of such product or material within their jurisdiction. RER reserves the right to revoke this-j�tanca,.if it.is 86:0 6 determined by Miami-Dade County Product Control Section that this product or material fails to bted4the require&&ts 000000 of the applicable building code. •00.04, 0 66 This product is approved as described herein, and has been designed to comply with the Florida Buil(ing4ede 0"0: including the High Velocity Hurricane Zone of the Florida Building Code. 0 4,0 0 • • 000 0 4,4,4,4,0. DESCRIPTION:3Mrm 2-Component Foam Roof Tile Adhesive AH-160 •• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 12-0228.18 and consists of pages 1 through 11. The submitted documentation was reviewed by Juan E.Collao,R.A. MIAM1•QdDE cotmmr NOA No.: 13-0502.02 PROVEDI Expiration Date:05/10/17 Approval Date: 12/12/13 1 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof file adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127,for use with approved flat,low,and high profile roof tiles system using 2-Component Foam Roof Tile Adhesive AH-160. Where the attachment calculations are done as a moment based system for single patty placement,and as an uplift based system for double patty systems 0000 sees PRODUCTS MANUFACTURED BY APPLICANT: •••• ••0 0• sees.. 'so 00 • Pr= Dimensions Test Product Descri&" e Osseo* Sipecificatlons 000.04, ••••�• �••�.. 3MTM 2-Component Foam N/A TAS 101 Two component polyuret44ug foam adhesive 00:0-. Roof Tile Adhesive AH- •sees 160 •• •••... sees.. 0 Foam Dispenser RTF1000 NIADispensing Equipment • •••�• ProPack®30& 100 N/A Dispensing Equipment eggs : 0000 :sees: 00 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 file adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40'F.,2 weeks +6.0%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. MIAMbQADE COl1NTY NOA No.: 13-0502.02 • • Expiration Date:05/10/17 Approval Date: 12/12/13 Page 2 of 11 EVIDENCE SUBMITTED: Test Anency Test Identifier Test NameMwort Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/3Q/93'• • .-.. 0000.. Southwest Research Institute 01-6743-011 ASTM E 108 11/16794 • 01-6739-062b[I] ASTM E 84 --.:.. 01/16/79% 0000" 0000 .0660. Trinity Engineering 7050.02.96-1 TAS 114 •••• 03/1M96. ...6. P36700.04.12 ASTM D 1623 "0 •. 04/Wi2 • P39740.02.12 TAS 101 ' " 02/21/12.0 960069 TAS 123 0 ' 00• ..6..6 0000:. Celotex Corp.Testing Services 528454-2-1 TAS 101 10//98 :0000: 528454-9-1 • 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved"or the Miami-Dade County Product Control Seal as shown below. WMMIHDADECOUNTYIN �AU..• 3. 3M7m 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high file 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 3W 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. MIAMI•DADE COUNTY NOA No.: 13-0502.02 APPROVED 11 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 tile assembly's adhesive attachment with the use of 3MTm 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance,expressed as an uplift based system,to meet or exceed the uplift resistance determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTm 2-Component Foam Roof Tile Adhesivp.4H- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3RD Uoany.31%. • Company shall supply a list of approved applicators to the authority having jurisdiction. `` '• •• 0000.. 0000.. 5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before applicg6m of any ad"ve. /7 ;•••• T� .69. •66� �he mix ratio between the"A"component and the"B"component shall be maintained betwe�i 0-1.15 �A)•1•.a 0 0 0 0•• l")• 09 . • 0000. 6. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispensj*;..'&%%%000 or •• •••••. ProPack®30& 100 dispensing equipment only. .• 7. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently td sunlight. 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 minutes after 3MTm 2- 6 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. ML9MFDADE COUNTY 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 IVLmmum 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 42 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams perky head of file 9-11 sq.inches at •••••• overlap -0 0096:0 •, Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinalams per bbad edge)20-25 sq.inches each 7 - 00000. • bead ••••• 0 0000 Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches •,3,4 ams under Dan ...:- ---. LABELING: so : :0060: All 3W 2-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions fisted herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMFDADE COUNTY NOA No.: 13-0502.02 JAPPROVEDI Expiration Date:05/10/17 Approval Date: 12/12/13 Page 5 of 11 ADHESIVE PLACEMENT DETAIL#1 Nall through plastic cement Paddy(Beneath Tile) Flat/Low Profile Tile (when required) Underlayment I. Starting at the cave course,apply a minimum 2" ° (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock 10 in. of the the being set. Battens optional ° _ - EaveCoume - 2. Continue in same manner.Insure approximately 17 (109.7 cm)—23 (148.4 cm)square inch adhesive in.- -._ , contact with the underside of the tile. lo -�`21n Fascia • •••••• • •••• • • • • Eave ClosureIs •••:•• •• •• •••••• •••••• • •••• •••• •••••• Nall through plastic cement Medium Profile/ Double Pan Title••• •••••• 00060 • (when required) •e ••: ••• • ••:••• • Paddy(Beneath Tile) 1. Starting at the cave course,ap 1!y A m2' inimum •• 060000 Underlayment (50.8 mm)x 10"(254 mm)x V t1$2t mm)fodin •• paddy onto the underlayment positoned as shote •••• • under the pan portion of the tile.Troost to overlock of the tile being set. • 101n.x •• 2 in.wide Battens optional 2. Continue in same manner.Insure approximately 17 (109.7 cm)—23 (148.4 cm2)square inch adhesive -- contact with the underside of the tile. 10 in. tin. Eave Closure Eave Course Fascia Nail through plastic ce Hi Profile Single Pan Tile (when required) Paddy(Beneath Tile) Undertayment 1. Starting at the cave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam - paddy onto the underlayment positioned as shown under the pan portion of the the closest to the 21n.wide overlock of the Ile being set. Battens -,R 2. Continue in same manner.Insure approximately 17 optional (109.7 cm)—23 (148.4 cm)square inch adhesive contact with the underside of the tile. Eave Course Fascia Weephole 10 in. 2 in. Eave closure Drip edge MIAMI-DARE COUNTY NOA No.: 13-0502.02 APPROYEDIExpiration Date:05/10/17 Approval Date: 12/12/13 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 Nail through plastic cement Paddy(Beneath Tile) Flat/Low Profile Tile (when required) Underlayment °!` U ° 1. Starting at the eave course,apply a minimum T'(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of �'m. ' 2 i" the file being set.Insure approximately 17(109.7 cm) Battens optional 23 (148.4 cm )square inch adhesive contact with the Eave Course / underside of the tile. 2. At the second course,apply a minimum 2"(50.80 to`in. m Fascia x T'(177.8 mm)x 1"(25.4 mm)$anj p jddy ontoW ...... underlayment positioned as shown Wer the .• strengthening rib closest to the ove'rfAi of the tilt •• .... Eave Closure 0::96696 •��•• being set. . 3. Continue in same manner. Insure.apprpyimatch•1.01' *Soo* (64.5 Cm)- 12(77.4 cm)square-Acle adhesive •00 •• ••• contact with the underside of the;ire:•: a •• • . . • . ...... ...... Nail through plastic cement Medium Profile/Double Pan Tile ' 0000 : :000%•00 i (when required) •• Paddy(Beneath Tile) 1. Starting at the eave course,apply a minimum 2"(50.8 Underlayment mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set.Insure approximately 17(109.7 cm)— 7 in. m 2 i • 23 (148.4 cm2)square inch adhesive contact with the 2 Battens optional - �. underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) 10i ' 2 In. x T'(177.8 mm)x 1"(25.4 mm)foam paddy onto the Eave Closure underlayment positioned as shown under the pan Eave Course \' Fascia portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 12" (77.4 cm2)- 14(90.3 cm2)square inch adhesive contact with the underside of the tile. anstruuctions continued on next page) M AMVDADE COUNTY NOA No.: 13-0502.02 0 o Expiration Date:05/10/17 Approval Date: 12/12/13 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2(CONTINUED) Nail through plastic ce HI Profile/Single Pan Tile When required) Paddy(Beneath Tile) Underlayment 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 in. file being set.Insure approximately 17(109.7 cm2)— Wim• 23 (148.4 cm2)square inch adhesive contact with the Battens optional underside of the tile. 2. At the second course,apply a minimum 2"(50..%T mp ...... Ea1e`°°rte Fascia x T'(177.8 mm)x 1"(25.4 mm)fbh paddy onto the • Weephole underlayment positioned as show$tWf the pan• •• •••• • 10* 2 in. Eave closure portion of the file closest to the oveiWr of the file • • Dnp edge being set. •....• •••• �••••• ••••• 3. Continue in same manner. Insure-iWolimately 19"• • (109.7 cm)- 19(122.6 cm2)squape•iuch adhesive•• ••••:' contact with the underside of the the- ••• • ru�l-nape caui�mr NOA No.: 13-0502.02 1APPROYED1 Expiration Date:05/10/17 Approval Date.- 12/12/13 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 i tr ra c c aetu may,ibaween�e3l f equirW 1. On the eave course only,apply a minimum 2" (50.8 t3attensaptaonai a ° ` j mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy S `.I °• '+° D onto the underlayment positioned as shown,under an Mp Of we the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest 4x4h'L - ,� to the overlook of the file being set.Leave le �pad +- '>`� , ��` approximately 4"(10 1.6 mm)up from the cave tm 111 , o't�afgslagm4 edge free of foam to prevent the expanded adhesive ``�f'- from blocking the weep holes. Insure approximately 17-23 int(109.7-148.4 cm2)of adhesive contact with the undegide of the the•••. 3 in. Fascia • • • •••• ••••s• • •••••a 2. Apply a 4" 101.6 mm x 4" 184 win x 1°• •4 • PP Y ( ) ( ) (Z5. mm)foam paddy onto the und9riyme nt justJlow ;•••• Flattlow Profile Tile the second course line positiopaddy••• ..... �i?e • Nall through plastic cement SittQ:e paddy under ts�e •• •under the strengthening rib for alf• ,or the • (whenrequired) pan portion of the tile,closest" 0e•underlock fM ••••*• Paddy(between tiles) the second course tile to be installed• Insu�e • i� approximately 8-9 int(51.6-58.1 cui of aiket-4 000000•'••• Battens �/ Pa�I+,under tilei contact with the underside of N&fila ••• i aptiasc - s _ .•••• Wp ad tis �,.f� q (Ir�structio»s continued on next page) A , 4a4in ain sinf�paddy on ivI y67e7Q.F 0 M- . I'• 2 ®asure Maditue Profile Tile MIAMI•DADE COUNTY NOA No.: 13-0502.02 I APPROVED I- Expiration Date:05/10/17 Approval Date: 12/12/13 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3(CONTINUED) NaU frog plank ce r S§le p order Etle (when required) r 3. Also apply a2"(50.8 mm)x4"(101.6 mm)x 3/4" / Paddyr+er ,tilt$) (19 mm)paddy on top of the eave course tile < Paddy lund2t�► surface as shown,on top of the strengthening rib X1, 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 aa4in. 9(58.1 cm)-11 (71cm2)square inch adhesive 1 1� 2 g 4 in .a ` ;`d,,rrrr°`' contact with the underside of the tile at the overlap padd or: �` and 7(45.2 cm2)-9(58.1 cm)square inch cop d `` `� '; ��'� `` adhesive contact with the underside of the tit&tt� % e P the head of the tile.Continue •' a man.W. t F ••g•Yg Erre Coum�� d F t" ,� Easna • •• • • •• f _.•� jdP'�i� t. B h P. 0000•• •r •• �' •`ya/♦>� • •i 000• 0 Eaxe dmre • • 10[tL' a2inaPf'� 0000 MP • 06g•• 0000•: 0600 0000 0000• Highprofllanta ••�••� 0000 : e•iww' 6• " •• *Owego so •wog•• g••••• o • • twusMi-DADE counrnr 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 6S to 70 sq.ln. Steep pitch applications Two Piece Barrel(Cap and Pan)Tile In contact with the pan tile. (when required) 2)Turn covers upside down.Place adhesive In 1. Starting at the eave course,apply a minimum 2" to 1 In.from outside edge of cover tile. Then install the tile.Ensure 20 to (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam 25sq.In.contact area. paddy onto the underlayment positioned as shown Underlayment ` - ° 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 r' up toward the ridge.Insure app=oxi%atel 65 • -; (419.4 cm2)—70(451.6 cm2)s4vaie itich adbesive, •• •:' r - Sheathing contact with the underside of th&pptile. '••••� • Eave closure '� •••••• 000000 (molar shovm) Optional • • point-up Mortar 3. Turn covers upside down exposW U undo%Mv pf •••••• Weephole Fascia Board edges of tile udiinal the tile.Apply a minimum 1"e%-13nm)x I Ov(254 ••••• •• •.. • • • mm)bead of adhesive directlyglrennner etge of ••••• Remove top portion of the save course cover tile.Abut to second course of �� ••••• pan tiles.Ensure eave end of pan and cover tiles are flush at eave Iine. each side of the Cover tile.Leav l woximately • 3X'(19 mm)to 1"(25.4 mm)*'xolh fie outside• Two Piece Barrel-High Profile Tile edge of the tile,inward,fi�of foam to alli x4;o •••�•• expansion. •• ... •••... 4. Turn cover file over after foam is applied and place onto pan file course.Insure a minimum of 20(129 cm)-25 (161.3 cm)square inch contact area on each side of the cover file to the pan tile. Continue in same manner.Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm) x 4"(101.6 mm)nailers or the tie wire system using galvanized,stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE rtuAM-nAoe catnvrr NOA No.: 13-0502.02 Expiration Date:05/10/17 Approval Date: 12/12/13 Page 11 of 11