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RF-16-2535 v Inspection Worksheet 0 Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-271716 Permit Number: RF-9-16-2535 Scheduled Inspection Date: November 29,2016 Permit Type: Roof Inspector: Naranjo, Ismael Inspection Type: Final Roof Owner: ROMAN, RICARDO/ISABELLE Work Classification: Tile Job Address:1310 NE 101 Street Miami Shores, FL Phone Number (305)757-5446 Parcel Number 1132050230010 Project: <NONE> Contractor: ISAACS ROOFING& INSULATION CORP Phone: (305)234-5234 Building Department Comments RE ROOF TILE TO TILE Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed -CREATED AS REINSPECTION F R INSP-267287. Need to roperly secure ladder to structure. j V Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 28,2016 For Inspections please call: (305)762-4949 Page 38 of 54 Florida International Engineering and Testing Lab L. , 6175 NW 167 Street, Miami, FL 33015 FLORIDA INTERNATIONAL ENGINEERING A Telephone: (305)378-1991-Fax: (305)378-1997 TESTING LAB,LLC Miami-Dade Lab Certification#07-0612.11-State of Florida ca#27273 -------------------------------7------------------------------------------------------------------------------------- ttSITE SPECIFIC INFORMATION Owner's Name: -XK10&AA1-.1�1 Job Address: , 3 l 1 ® t t '-({� Roofing Contractor: do IN Permit Number: - 3 Type of Tile: CQ"C--F-. Approximate Roof Height: 2.4 feet Slope: I� Approximate Square Footage: J$00 ftZ Type of Access to Roof: Ladder Other Required Testing For e: 35 lbs. Testing Equipm t: F .E. 100x Shim o Instrument Date Installed: '� til '2V Iry Date of Inspection: 11_ 1!11701& TEST RESULTS P=PASS,F=FAIL Test Test Test Test Test Location P or F Location P or F Location P or F Location P°r F Location Por F 2 22 42 t 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 1 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 40 60 1 80 100 ---------------------- ----------------------------------------------------------------------------------------- IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: ft RESPECTFULLY SUBMITTED BY: Area Units or ftz No.of Tests Perimeter 2, o 0 2 Field Corners Q a,-, Lc;. Hips&Ridges,. — ksQ _--' Vmayagar M.Balakrishrean V 1 f-101:w-w State of Florida 11c#63107 . . •R ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ LIN loommil ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■'_�::��=:!!■■■■■iii■■I�■■■■�!�■■■■■ ■■■■■■■■■■■■1!►�T�■!r7■■frA7■���iii■■■■�I■■■■■ NOME MEN mi►v7■M- \L"",J■P■isrAdm!��&, %aB■Ii■■■■11■■■■■ ■■■■■■■■■r■■■■\iii%■■■■■ �■■�■It■■■■11■■■■■ ■■■■■■■■Jam"!■■■f[ 7■■r►�■!!►i'►V.J�:lnl■■I'1■■■■11■■■■■ ■■■■■■■■■■■■■■■■■■■■■n�■■�■ill/�■■Il■■11■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ Miami shores Village Building Department artment nhhhn 10050 N.E.2nd Avenue �•o `C��� Miami Shores, Florida 33138 LAAO �' Tel: (305)795.2204 Fax: (305)756.8972 RE: Permit#R F-9-16-2535 DATE: INSPECTION AFFIDAVIT i Alain Gonzalez licensed as a(n)Contractor/Engineer/Architect, (Pdm name and drde Umm Type) FS 468 Building Inspector CCC1325556 License#: On or about • Z 40 .1 did personally inspect the roof deck nalling and mate"") time) Secondary water barrier work at 1310 NE 101 StreeL Miami Shores,FL 33138 (Complete Jab Sb Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual(Based on 553.644 F.S) Signature State of Florida County of Dade: The undersigned,being the first duly sworn,deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this 3 day of V cTa `a ytitt7+w,, 14ANNA rout Nota Public,Sate of Florida at Lae Ag Pubttc-8tue of Ftayd, Notary r9 ;' Caemrshtfan#FF 888141 ' m *Y CO".UP"Apr 30,2028 8ondedMuouy►NaOatelDl rpAsa `General,BUdhhg,Peddenlial,or Floating Contractors or any Individual oeffled under 488 F.S.to melee such an inspecdon.hide phnfiographs of eadl plane of the roof Wfth pemdt 0 and address#dw*sthm rnerirod on ft dm*tr each hhapec}nn Revhaed on S1fitiW Permit No, ��-�-" ht - shy° t, Miami Shores Village 1 TIZZ, . Roof 10050 N.E.2nd Avenue NE E Uifa /areeficr Til+ """ Miami Shores,FL 33138-0000 h— �e Phone: (305)795-2204 Pt�110+S M$:APPR M R I _ Issue Ia .91201201$ Expiration: Project Address Parcel Number Applicant 1310 NE 101 Street 1132050230010 Miami Shores, FL Block: Lot: RICARDO/ISABELLE ROMAN Owner Information Address Phone Cell RICARDO/ISABELLE ROMAN 1310 NE 101 ST (305)757-5446 (305)467-5129 MIAMI SHORES FL 33138-2611 Contractor(s) Phone Cell Phone Valuation: $ 35,000.00 ISAACS ROOFING&INSULATION COI (305)234-5234 (786)277-9756 Total Sq Feet: 4800 Type of Work:Re Roof Available Inspections: Additional Info:RE ROOF TILE TO TILE Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $21.00 Invoice# RF-9-16-61335 DFee $5.25 DCACA Fee $5.25 09/20/2016 Credit Card $425.50 $0.00 Education Surcharge $7.00 Permit Fee-New Roof $350.00 Scanning Fee $9.00 Technology Fee $28.00 Total: $425.50 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 AFFIDAVIT: I certi foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhe re,I autho iz the above-named contractor to do the work stated. September 20,2016 Authorized Signature:Owns / plicant / Contractor / Agent Date Building Departopy September 20,2016 1 Miami Shores Village S P 14 2016 Building Department BY:__ 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 Lj FBC 20 BUILDING Faster Permit No. ZTt G —2_55 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:] MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP Al G CONTRACTOR DRAWINGS �d / JOB ADDRESS: o " G /0 l 9242�f City: Miami Shores County: Miami Dade Zin: 331-32 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: f Constructions Type: l Q /Flood Zone: / BFE: FIFE: c/ OWNER:Name(Fee Simple Titleholder): V`1 eaY�U "° an !✓��r� Pho e#: ` � _7S–1 T Address: City: State: Zip: Tenant/Lessee Name: bn Phone#: Email: 1 Y r7�Y1(4► `� l/l'1 Q 1 (1U 09 CONTRACTOR:Company'VpN—ame: ' a e✓ ZD Phone#: 30� a �� Address: 'a 5 'Dl((-/-( kku y -P2-oo City: ////&MI State: ��� Zip: 3-�3 t Qualifier Name: dt / Phone#: - -- --- State Certification or Registratio #_3 dee 1 34-10-51 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 3�►01,E Square/Linear Footage of Work: y��� Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: n 4 Specify color of color thru tile: cod' - �� a S 04) Submittal Fee$ 60• Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$_ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ 5(o s 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) 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 Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 \CT by �day of 20%_,by ®,54 Li \5�a ,,,,, ho is personally known to k jOsaxcnt who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: P * Print: �i, � 0- of".. ` 'P , HANNA FADUL Seal: S � is Notary Public-State of Florida HANNA FADUL Commission#FF 968141 ?N No Public State of Florida : MY Comm.Expires,Alper 30,2020 = • = Commission#FF 968141 tag ############ Bonded lhrW0 National Notary Assn. APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) + .5t!aR s Miami shores Village .... p,..� Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 3313[8 Re: Owners Name: acb-vv— Property Address: l3 0 11.AZ W1 Roofing Permit Number: Dear B '/ding Official: klwal^ Itt&'-k G certify that I am not required to retrofit the roof to wall connections of my building because: ❑The just valuation for the structure for purpose of ad valorem taxation is less thaq 3W.000.00. Please attach proof of ad valorem taxation. ❑The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition of"uth Florida Building Code(1994 SFBC) b. Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom,deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this a7 day of �t ,••: �p�a; HANNA FADUL Notary Public-State of Florida °4 :• Commission#FF 988141 Notary Public, Sate of Florida at Large = ,F w My Comm.Expires Apr 30,2020 ,°; Bonded throup NMrni Nary Assn. • when the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,an tie 1ti t SFBC.Then you must provide a building application from a General Contractorfor the Roof to wall connection Hurricane Mitigation. Revised on 5/21/2009 • ■ Y- Y ♦ r; i�. r Non Min toot■■■ It■.�■•CCC:CC:CCCCCCC�"(CC�CC••••C■■■.�Cr■iCR•t■■■ •••CConoxwoC rt#.. ■ a■.. . r .. t■ ■ ■■t ■tt■■ ■. ■■■■C"EC ■■■l■l■�rS■CSC■Cl■l#lr■r■#■■■■■■l■ ■o■■l■tC■#■tttrr■/■l E■l■r■■#■tl■ ■■■■■■ a ■#CCCCC�aMC■■ ■r ■ rt■■l■r■t ■ ■ ■■■R■■■ ■■man ■■■r■■■ t ■■■rM■■■■ "Clirli■" :aa ■�`aC� llllllFa :ll ""EECCCO:pp;a C CC"lalrl:CEalllllla rE CCE■EE�o■■ . �.��.ea tlllaE �, E " aaa■aC■.■ i" Cl■ Cal�C ' .iilog0 mCCC#1"l.`'p ■ llt' C'lo■ICCCI.E CaC■a"•."a■■ CC"a0CC f■■ lltttC#■■/C �SC...o.CaC■■ttr�■ra■ tE■■.� raEEElallalCE Ci"ClialECEIaE""/iiia (■# ■■■ t■ ■ ■ ■/■�r torr rrrr ■rrrr f/■ ■rola/aC■�iC�'ar■C■ .�aa.#..■.■�■ ■r#.-■ ..#aa■l■ ■ root# ■■R ■.■ ONE ■■ r/■ ■ ■ ■ ■G °�■■ rt #■ r- ■ #■■■ ■ ■ 0 o ON ■ ■ tNo tE ■ ORR■■ol■C �Fl■tCG .C■■2-11.1l■�7� GC i■EE■ ■■ ■C" lila■ ■r ■ lal ■■ (M E"■ C CC, R.'"CCC�(( C win�.:l�E"" C l #t: C tett l' ( � C E / (r r ■ G�''. r . . .oiGo C ano a■ ■ rri■C (C RC C C 1 �iC C. 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C ■r C to I ■ // C■ is, `a .1 ■,1 l iiiA ■ RlM! rson "�/r■ail■�la"■{'i■■�■rot�Rr Rr ■tra ors■/ ■R■�■l E q Florida Building Code Edition 2010 High Velocity Hurricane Zone uniform Permit Application Form Section D(Steep©(SteepSloped Roof System) Roof System Manufacturer: Product Approval Number: ' Minimum Design Wind Pressures,IfApplicable(From RAS'i,27orCalculations') Maximum Design Pressure Product Approval Specific System: Method of Tile Attachment: -` 5-7110 Steep Sloe,�d System Description Deck Type: c RootSlope: Type Underlayment: ----�--- - t2 Insulation: Fire Barrier: t Ridge Ventilation? Fastener Type&Spacing: ,. 7 Adhesive Type:� -- Type Cap Sheet: Roof Covering: � � AMean Roof Height: �'' _ �`� • •• Type&Size Drips • • . Edge: •• ..• •. 0 0 0 00 • Zv�0�6eQ��"V ••• • • •• • • • • • •• • • as* . •0 • • • • 000 •r• ii •• 0 0 • •• •• m. Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E {Tile Calculations) For Moment based the systems,choose either Method 1 or 2.Compare the values for M,with the values from Mt. If the M,values are greater than or equal to the M, values,for each area of the root,then the the attachment method is acceptable. Method 1 "Moment Based�Tile Ca'culations Per RAS 127" 2452 tP't ° r� • -Mg _=Mr, �e ProduetApproval Mi' �� P h � (P3:A� X A, -'� � _�g; �=Mrz � .� Product Approval M,� a P � --_.}- rf• =M ,�c�" Product Approval 14, Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance(M,)From Table Below Product Approval Mr M Re ulred Moment Resistance* Mean Roof Height-► II ROofSIO a 15' 20' 25' 30' 1 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34,4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30,1 31.6 32.8 34.9 6.12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3.Compare the values for F'wlth the'values for Fr.If the F'values are greater than or equal to the F,values,for each area of tle roof,then the file attachment method is acceptable. (p,: x t; Method 3"Uplift Based Tile Calculations Per RAS 127" _ (Ps��x 1 ---;:-x w::. ).-y�/;_x cos 0:^=F„_ Product Approval F' _ -x w:=--J-W:____x cos O: - =F,2- Product Approval l= (pa:-x 1;-=-x w;=)_W:._x cas O: F,s____ Product Approval F' Where to obtain Information Description POH bo! Where to find Design Pressure2 or P3 RAS 127 Table f or by an engineeri anal sis Prepares!by PE based on ASCE 7 Mean Raof Hei ht Job Site Roof Slope Job Site Aerod namle Multiplier I Produa:App:ovai Restoring Moment due to Cxav ty •1/,••• •Product�i rorrtl • •• Atraorneni Resistance • MI Otjc4jAPZro- Required Moment Resistance OR • i Ode ••• • Minimum Attachn*nt Resistance •• F' ••• Plul Akopro•al • •• Required uplift Resistance r, Calculated Average TUe Weight W Product Approval Tile acuatansmDimeI •••h AOc •w c id •P••d ••udl A 4•rovt••r• •• ust be submin a -i • ••• •• • tion. • ••• • t • •• •• • • • • • • Owner's Notification Form HVHZ 2010 MIAM "Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES--REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section,it is the responsibility of the roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code,Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally,the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. �? 1.Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of the agreement between the owner and the contractor. 2.Renailing wood decks: When replacing roofing,the existing wood roof deck may have to be renail in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones)of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). S 3.Common roofs: Common roofs are those which have no visible delineation between neighboring unit e.townhouses,condominiums,etc.).In buildings with common roofs,the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4.Exposed ceilings: Exposed,open beam ceilings are where the underside of the roof decking can be viewe from below. The owner may wish to maintain the architectural appearance;therefore,roofing nail penetrations of the underside of the decking may not be acceptable.The owner provides the option of maintaining this appearance. LRL' 5.Ponding water: The current roof system and/or deck of the building may not drain well and may cause' to pond (accumulate)in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer.Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6.Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overlo ded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code,Plumbing. .Ventilation: Most roof structures should have some ability to vent natural airflow through the FinteriPofthe structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces,desi gd by a.Floa-licensed engineer or registered architect to eliminate the attic venting,venting shall not bc`r aired. :� -• Owner's/Agent's Signature: -' ' 1, �ate:44_, Contractor's Signature: ••• •.. .• Permit Number: 1 . . Property Address: �.• ,� �• . . . . ... . . . . ... . . ... . . . ... . . ° MIAMY-DADS COUNTY DEPARTMENT OF PERMrrrING,ENVIRONMENT,AND REGULATORY'AFFAIRS(PERA) PRODUCTI526StCONTROL SECTION Room 08 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315.2$90 F(786)313-2599 NOTICE OF ACCEPTANCE (NOA) ►. w.>ni�RllaAa�QQ,�n�ra 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 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 produ.t 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 hoof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. ,RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the 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 consis4 of pages l through 7. The submitted documentation was reviewe�j by Alex Tigera. .. ... . . . . . .. . .. . . . . ... . .. . . . . . . . . MIAMIOADE COUNTYM NOA No.:12-0303.20 "'' ' • ••• • '• • E'piration Date:09/21/16 ••i i • i i •• • i•• i i Approval Date:06/21/12 • •• Page I of 7 ROOFING ASSEMBLY APPROVAL Category; Roofing Sub CatWrX: Roofing Tiles ate 'al: Concrete I. 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 AnnIicant Dimensions Snecificati ns 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 thick double roll ribs. For direct deck or battened nail- on,mortar or adhesive set applications. Trim Pieces I=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 Agency Test Identifier Test Name/Renort Date Nutting Engineers 13343.1 TAS 112 Apr.2006 Redland Technologies 7151-03 Static Uplift Testing Dec. 1191 Appendix III TAS 102&TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix iI TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs.smooth shank nails , The Center for Applied 94-0608 Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 • TAS 108(Mortar Set) • .. . . . . ..• . .• ... .. . . . •. =tQ,cDEC uNTY NOA No.:12-0308.20 'w m ' ' "' " E rpiration nate:09/21/16 • • • • •• •• • • "1pproval Date:06/21/12 •• • • • • • • • • • ••� V •�• •�• • • •• Page 2of7 :•• • • • ••• • . 2.2 I+V1(DENCE SUBMITTED 'A A Test Agenev Test Identifier ier Test NameR a orf 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 OMC-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 (I.Quik:Drive Screw,Direct Deck) (I Quik-Drive Screw,Battens) Celotex Corporation 528454-2-I 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 December 1996 25-7804b-8 25-78044&5 25-7848-6 Walker Engineering,Inc. Evaluation Calculations Aerodynamic Multipliers May 2006 Walker Engineering, Inc. Evaluation Calculations Two Patty Adhesive Set System April 1999 Walker Engineering,Inc. Evaluation Calculations Restoring Moment Due to Gravity April 2006 .. ... . . . . . .. . .. . . . . ... . r AMI oADECauntTY NOA No.:12-0308.20 • ••• • ••• •• ••• Fvpiratlon hate:09/21/16 • • • • • • •• • • Approval Date:06/21112 • •• 0.0 0.4 0 0 • Pap 3 of 7 ••• • • • • ••• • • • . • • • ••• • • • ••• • • I LIMITATIONS: " 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112,appendix W. 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. �. INSTALLATION 4.1 Villa 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 1 l8,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(lbf) Length-I (ft) Width-w(ft) Villa 900 Concrete Tile 10.94 1.425 t.08 Table 2: Aerodynamic Multipliers -X(ft?) Tile (ft j (W) Profile Batten Application Direct Deck Lkpplication Villa 900 Concrete Tile 0.289 0.289 Table 3: Restoring Moments due to Gravity-Mg(ft-lbf) Tile 3":12" 4":12" 5":12" 6,, 42" 7":12"or greater Profile Villa 900 Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Concrete Tile Deck Deck Deck Deck Deck 6.79 7,70 6.7� 7.62 6,63 7.51 6.50 7.37 6.36 7.21 .. ... . . . . . .. . .. . . . . ... . t I. NOAH,No.:12-0308.20 EcouNt�r • ••• • ••• •• • E:,plratlon Date:09/21/16 • •• • ;".pprdval Date:06/21/12 •. •. • • . . • . . . . • •• • • • • • • • Page 4 of 7 •.• • • . •.• . . Table 4: Attachment Resistance Expressed as a Moment-Mr(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 13132"plywood) (min.19132" plywood) Villa 900 2-10d Rin Shank Nails 27.$ 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 #8S 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 36,5 35.5 34.8 Shank Nails meld Cli 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) 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 26,1 I See manufactures com onent a royal for instaiiatio I requirements. 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. 3M 2-Com nent Foam Roof Tile Adhesive AN-160.Average weight era 8 rams, Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Mirimurn Attachment Profile Resistance Villa 900 Concrete Tile 3M 2-Component Foam Roof Tile Adhesive AH-160 86,81 3M 2-Component Foam Roof Tile Adhesive AH-160 45.5 3 Large pladd lacement of 54 rams of Pol Pro TM. 4 Medium add lacement of 2 rams of Paf Pro TM. Table 8: Attachment Resistance Expressed as a Moment-Mf(ft-!bf) for Mortar Set Systems Tile Tile A tachment Profile Application Resistance Villa 900 Concrete Tile Mortar Set5 20.60 5 nes specific mortar manufacturer's No' -9!9f. ptanc� • • . . • . .. • • . M1AM4DADECOUfd1 NOA No.:12-0308.20 I� 000 •• •:• *•• ••: 000 Expiratloo Date:09/21/16 •••• • • •• •• •• • •••• •i : t' S. 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) I' 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shalt 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. • •• • • • • ••• • •• ••• •• • • • •• MUIMFDADE COUNTY NOA No.:12-0308.20 006 •• •i• ••• 09: •i ••• ••• piratiorr Date:09/21/16 • • • • • • •• a • Approval Date:06/21/12 •• • • • • • • • • • • • •• • • • • • • • • page 6 of 7 ••• • • • • ••• • • age a • • • • • • • • • • • •• •• • • • •• •• i 41 0. PROFILE DRAWING Nag hales 12ft 1112" Overtook 17" 21/6" Undertook VILLA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE • •• • • • • ••• • •• ••• •• • • • •• EC UNW7NOA No.,12-0308.20 ' ' ••• •:• .•• '•: �'• ••• E3pfratfBnDate:fl9/21/I6 •••• • • • • •• + • Approval Date:06121/12 • • • • • • • • • • • •• r • • • • • • • • t'age 7 Of 7 •• • • • • + r • • • • • • • •• •• • • • •• ••