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RF-16-521 r Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-253605 Permit Number: RF-2-16-521 Scheduled Inspection Date:April 20,2016 Permit Type: Roof Inspector: Naranjo, Ismael Inspection Type: Final Roof Owner: SCHAFIR, DAVID A Work Classification: Tile Job Address:43 NW 102 Street Miami Shores, FL Phone Number (954)988-7784 Parcel Number 1131010180100 Project <NONE> Contractor: EARL W JOHNSTON ROOFING,INC. Phone: 954-989-7794 Building Department Comments RE ROOF COLOR THRU TILE CASA GRANDE Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments 71 Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until reinspection fee is paid April 19,2016 For Inspections please call: (305)762-4948 Page 16 of 46 Ff AC132 Engineering Inc. Testing & Engineering Services Certification of Authorization#8131 Roof Tile Uplift Test Report Tel: 954-245.8976; Fax:954.301.7776 P.O. Box 823612 Pembroke Pines,FL 33082 Attention: Miami Shores Village, Building Division, 10050 NE 2nd Avenue, Miami Shores, FL 33138 Client: Earl W Johnston Roofing, Inc. Test Date:04/19/2016 Permit#RF-2-16-521 Property Address: Sch�afir Residence 43 NW 102 Street,Miami Shores,FL Roof Pitch: Type of Tile: Roof Area: 3 in 12 Boral Roof Tile 24.50 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive-Poly Pro H 160 Field Instrument : IMADA Force Gauge 0-100 Serial number:243454 Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: 10.00 sq. 10 As per FBC 2014 Passed Field Area: 14.50 sq. 15 As per FBC 2014 Passed No.of Corner: 9 9 As per FBC 2014 Passed Ridge Areas: 110 PCs 10 As per FBC 2014 Passed Important: These laboratory results can change due to future weather impacts and/or unavoidable roof traffic.Therefore,this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Coff ,ACngInc. (NOA09-1005.01) Ano, PE Fla466 a-1I1c,Izov r Ii I ACB2 Engineering Inc. Engineering and Laboratory Services 5230 NE I e Avenue Fort Lauderdale, Florida 33334 Phone: (954) 245-8976 Fax: (954) 301-7776 w 7- T-1 T T T I T -� Miami Shores Village r ` 10050 N.E.2nd Avenue NW Miami Shores,FL 33138-0000 Phone: (305)795-2204yiit' m � 3 Expiration:08130/201 Project Address Parcel Number Applicant 43 NW 102 Street 1131010180100 DAVID A SCHAFIR Miami Shores, FL Block: Lot: Owner Information Address Phone Cell DAVID A SCHAFIR 43 NW 102 Street (954)989-7794 MIAMI SHORES FL 33150- 43 NW 102 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone $ 16,150.00 EARL W JOHNSTON ROOFING,INC. 954-989-7794 (954)989-5666 Valuation: Total Sq Feet: 2450 Type of Work:Re Roof Available Inspections: Additional Info:RE ROOF COLOR THRU TILE CASA GRANDE Inspection Type: Classification:Residential Up Lift Report Scanning:4 Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-2-16.58823 CCF $10.20 DBPR Fee $4.50 02/252016 Check#:13270 $50.00 $798.20 DCA Fee $4,80 03/032016 Check#:13293 $798.20 $0.00 Education Surcharge $3.40 Bond#:3001 Permit Fee-New Roof $300.00 Scanning Fee $12.00 Technology Fee $13.60 Total: $848.20 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 ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore,I authorize the above- ntractor to do the work stated. March 03,2016 Authorized Signature:Owner / Appli Contractor / Agent Date Building Department Copy March 03,2016 1 1 � (0 CTV D % � Miami Shores Village ZFEB 96 2o,s t in De artmentg p Y 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tek(305)795-2204 Fax:(30S)756-8972 INSPECTION LINE PHONE NUMBER:(395)762-4949 FBC 20/ / BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. [:]BUILDING ELECTRIC © ROOFING ❑ REVISION ❑EXTENSION [:]RENEWAL MPLUMBING MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION 7 SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 43 N 619257 City Miami Shores County Miami Dade Zip: 33 ISD Folio/Parcel#: 11-3 C Q 1 -O I Q 0 l QD Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): YA�f 1 SL,�1 &, �-�'l�' Phone#: / &''��^��A i3 Address: SII 3 Kw t�z s1-C& city: 4lg)S W�& State:__ �; Zip: 331 cy Tenant/Lessee Name: Phone#: Email: I CONTRACTOR:Company Name.• Earl W.Johnston Rooflng,#m. LAMP Phone#: 954989-7794 Address: 5721 Dewey Stivet qty: Hollywood state: FL 40: 33023 Qualifier Name: Earl W.Johnston Phone#: 954-989-7794 State Certification or Registration#: CCCO57073 Certlficate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: StateZip: Value of Work for this Permit:$ d` /S-t� Square/Unear Footage of Work: 429,5-.3. Type of Worlc ❑ Addition ❑ Alteration ❑ New ( Repair/Replace ❑ Demolition Description of World !R.- MCX- Tj Lt. i i Spec*color of color thru dle: aSgt h7N04t Submittal Fee$ �(�•[ _Permit Fee$ �) CCF$ r CO/CC$ I Scanning Fee$ `� '� Radon Fee$ - DBPR$ ' Notary$ Technology Fee$ �3 ��o Tralning/Education Fee$ Double Fee$ Structural Reviews$ OI, Bond$'Z-33 CD TOTAL FEE NOW DUE$ (eevbedo2A4/2014) 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..... OWN9WS 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 fswance of a building permit with an estimated value exceeding$250x, 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 cerd*d copy of the recorded notice of commencement must be posted at the lob site for the}Irst 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 wiftbe charged. Signature Signature or AGENT CONTRACTOR The foregoing instrumentwas acknowledged before me this The foregoing instrument was acknowledged before me this T day of .20 1\ .by day of .20 ,by 19O -A sCh4kkl y- ,who Is personally known to Earl W.Johnston ,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. i NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Meg A Romeo Notary Public State of Florida Print: Fr 2nm.,4 Print: C U Mes A Romeo '94-5Seal, ,.:• Expires 00/22/2016 y„ommission EE 202823 Seal: t,.a Expires 06Yd2/2016 i APPROVED BY i'�°' Plans Examiner Zoning Structural Review Clerk j a (Revtsea02/24/2014) s t Miami shores Village ' Building Department 10050 N.E.2nd Avenue - Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax.- (305)756.8972 OWNE MS 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: Shores Village Building Department Date: 10050 NE 2nd Ave Mimi Shores,FI 33138 Re: Owner's Name: Property Roofing Permit Number. - Dear Buflding Official. 'e,k certify that I am not required to retrofit the r001'to wall connedfions of my bukft because: The just valuation for the structure for purpose of ad valorem taxation Is less than$300,000.00.Please attach proof of ad valorem Waillon. o The building was constructed in compliance with the provisions of the Florida Building Cale(FBC)or with the provisions Of 1994 ad the SoO Florida Building Code(1 Mg SFBC) ------------- Sign Punt Name i Stale of Fbrida County of Dade The undersigned,being the ffrstduly sworn,deposes and says thathe/she is the owner for the above property mentbned. Sworn to and sibs before me this _day of Pu'rrblic State of Florida j Meg A Romeo , 4 Expires 08!22/201®Commission EE 202823 Notary Public,Sate of Florida at Large • w�t�te�vator>�e �r�ossataava�„ ,t�e��, „�ea�tsa000000,�ma� .zn�trottniusta +Gon,acco>t�or�rarer�cowea ,H �° '�t�.�� Property Search Application- Miami-Dade County Page 1 of 1 �i OFFICE 0 THE PROPERTY APPRAISER Summary Report Generated On:2/24/2016 Property Information • 9E 1_3 Folio: 11-3101-018-0100 932 43 NW 102 ST Property Address: Miami Shores,FL 33150-1229 Owner DAVID A SCHAFIR 71 fib, NADINA BARRETO Mailing Address 43 NW 102 ST MIAMI, FL 33150 USA Primary Zone 0800 SGL FAMILY-1701-1900 SQ 0101 RESIDENTIAL-SINGLE NW 102ND Primary Land Use FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,024 Sq.Ft Living Area 1,862 Sq.Ft Adjusted Area 1,703 Sq.Ft Taxable Value Information Lot Size 7,500 Sq.Ft 2015 2014 2013 Year Built 1951 County Exemption Value $50,000 $0 $50,000 Assessment Information Taxable Value 1 $194,058 $220,154 $137,265 Year 2015 2014 2013 School Board Land Value $122,049 $100,962 $67,734 Exemption Value $25,000 $0 $25,000 Building Value $122,009 $119,192 $119,531 Taxable Value $219,058 $220,154 $162,265 XF Value 0 $0 $0 City Market Value $244,058 $220,154 $187,265 Exemption Value $50,000 $0 $50,000 Assessed Value $244,058 $220,154 $187,265 Taxable Value 1 $194,058 $220,154 $137,265 Regional Benefits Information Exemption Value $50,000 $0 $50,000 Benefit Type 2015 2014 2013 Taxable Value $194,058 $220,154 $137,265 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County, Previous OR Book- Price Qualification Description School Board,City,Regional). Sale Page 09/19/2014 $345,000 29332-4617 Qual by exam of deed Short Legal Description Financial inst or"In Lieu of 03/10/2014 $275,000 29111-1618 NAVARRO SUB PB 12-59 Forclosure"stated S100FT OF W25FT OF LOT 21 &S 12/02/2013 $266,900 28961-0786 Financial inst or"in Lieu of 100FT OF LOT 20 BLK 1 Forclosure"stated LOT SIZE 75.000 X 100 09/01/2006 $485,000 25020-3261 Sales which are qualified OR 25020-3261 0906 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:/twww.miamidade,gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 2/24/2016 s ROOF ASSEMBLIES AND ROOFTOP STRUCTURES ;C Florida Building Code Sth Edition(2014)ITY III -U MM h-Volocity Hurricane Zone Uniform Permit Application 2®/s rY C 0.. Section A(General Information) 0 Master Permit No. 6 Process No. Contractor's Name__ Job Address Slyf�/�� ROOF CATEGORY ® Low Slope Q Mechanically Fastened Tile Morer ve Set Tiles O Asphaltic Shingles ® Metal Panel/Shingles C3 Wood Shingles/Shakes ® Prescriptive BUR-RAS 180 i ROOF TYNE ® New roof ® Repair ® Maintenance 0 Reroofing ® Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) ® Steep Sloped Roof AREA(SSF��Total(SF)_aLk;Y Section B(Roof Plan) sions of ectio s anh Roof Plan: llustrate all levels and d levels,clearly Identify dimensionsofof elevated scuppers, a zones Overflow and 1pers and overflowocation of parapets.drains. Include dimer- it parapets. � ii ii f . »—' r i+ z --arg � c) _»..____--------_.. .. __.___._._...__ . »__.»__ c' _.» _._.»._».__.........._.._ _.»_...._ m _e _ .»____.__�.....__.. _...__._.__....._..__ 3•s --- 00 • •• • • • • •• — 431 ....___.... _ .__._. __.»_.........___ Mn •• •• O • •• • • • (n •• • • • • 0 000 •• e ••• • • • • ••• • • FL(VIOS EVI"XCObE-•.PUlIPING,6th EI)B MIOPI(2e14) 95.37 ® COWd t to or licenser{by.ICC(AL1,RIGMS RESERVED);acmwd by ElWW ftjido on Jun S.201510:32:12 AM Agteettteatt.No fin"m Mroducdions audwfl ed. pttesuant to License t, e ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Sth Edition(2014) High-Velocity Hurricane Zone uniform Permit Application Forth 6 Section D(Steep Slopes!Roof System) it Roof System Manufacturer: Notice of Acceptance Number. Minimum Design Wind Pressure If Applicable(From RAS 127 or Calculations): P1: P1: P4: Deck Type: yo LIPP Roof Slope: Type Underlayment g ryn- 12 9 Insulation: 9 Fire Barrier: Ridge Ventilation? ^' 9� Fastener Type 8t Spacing: Adhesive Type: 11 �' Q Type Cap Sheet: Di --��•�3,fY-1 6 tl Mean Roof Height: �� Roof Covering: 11 Type&Size Drip Edge: a+ D v .. ... . . . . . .. . .. . . . . ... . • • . . • .. ... .. . . . .. . ... . ... ... . . . . . . .. . . .. . . . . . . .. . . . . . . . ... . . . . ... . . FLOGIDA:BWLOIW tODIE--b�UIILAING,5th EDITION(2414) 15.39 0 ! i � A'ight to,or licensed by,ICC(ALL RIGHTS RESERVED);acomed by Elie=Palacio on Jung.201510.32:12 AM pursuant to Ucensc Agreement.No f usher reProduetions authorized. s , ROOF ASSEMBLiES AND ROOFTOP STRUCTURES Flodlda BuNding Code 5th Edition(2014) 1 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section E(Tile Calculations) For Moment based filesystems,choose either Method 1 or 2.Compare the values for M,with the values from M,.If the M,values are greater than or equal to the M,values,for each area of the roof,then the the attachment method is acceptable. 1 Method 1"Moment Based Tile Calculations Per RAS 12T ] (121:0 l x O =A�g —Mg:ZA=M,,Y,116 Product Approval ] (P2:(��i' 3r$ sal.Ls3)—Mg: 07=M„/ .%c& Product Approval ] (P3:A2,.$X&j&=,7L. Mg: a 5:=M . t F( Product Approval M,6__LS 1 Method 2"Simplified a Calculations Per Table BW ] Required Moment of Resistance(M,)From Table Below �,7- Product Approval M, 5 1 1 M,required Moment Resistance* Mean Roof Height 15' 20' 25' 30' 40' 1 Roof Slope 1 2:12 2gA=4 36.5 38.2 39.7 42.2 1 3:12 32 34.4 36.0 37A 39.8 1 4:12 30A 32.2 33.8 35.1 37.3 1 5:12 28A 30.1 31.6 32.8 34.9 1 6:12 26.4 28.0 29.4 30.5 32A 1 7:12 24.4 25.9 1 27.1 1 28.2 30.0 ] *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and 1 Appeals. ] For Uplift based tile systems use Method 3.Compared 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 Via attachment method Is acceptable. ] Method 3"Uplift Based Tile Calculations Per RAS 127" 1 (P1: X L — X W )—W: X cos 0_=F,, Product Approval F 1 (P2 x L =_x W:= —W: x cos 8 =F,z Product Approval F 1 (P3: x L___x w:=��—W: x cos 0 =Fa Product Approval F 1 1 Where to Obtain Information 1 Description Symbol Where to find ] Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 ] Mean Roof Height H Job Site ] Roof Slope 8 Job Site ] Aerodynamic Multiplier Product Approval ] Restoring Moment due to Gravity Ma Product Approval ] Attachment Resistance AA, Product Approval ] WU1-Q Moxp wd ft. nee • Ma Calculated ] MiAWnunT c*d2rtlte: nog. F Product Approval 194i*&T Opliffesistance F, Calculated ] Average Tile Weight W Product Approval L =length W=wloth Product Approval ]• calkaAffmorimuot 4P sub Oto the building official at the time of permit application. ii 16.40 i i i •i• i i FLORIDA BUILDING CODE—BUILDING,8th EDITION(2014) • 1 1 .•Ca dSM 1a4-li-0. by.ICC(ALLRx M RESERVED);acm9sed by Bikes Palacio on3m 8,201510.32:12 AM pumum to Lbem •r• •Arwffl•No find.repodu:d.mW iced. SECTION R440113 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4401111 Scope.As it pertains to the we fon,Nis the responsbftof rooft contractor t4 R4402with e��Mng 'and to explain to the owner the content of the Mctlon.The Provide the owner govern there minimum requirements and standards of the ind fens of Section Addiffonagy,the following �for roofing system insthgat�. 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(am has been explained. 1• + Au f edmWorkmanship:the W0d==hlp Provisions of Sermon R4402 M ovi ft that the roof system meets tine wind M6'Wnce and water for purpo�of �(�peatancre)are not a corretderairon with irretrrctlon perforrrarxe stardaMs. scar ascoloror architectural �f�to workmanship provisions.Aesfhetfc sues appearance,that are not part of a zoning tale,should be address a4 pat of the agreenwit between the owner and the contractor, 2 RenaDfng wood decks:MW rapt Wig,the the cunni prvvlsions of Section R4403e g w�roof deck may have b vended In accordance with be t'o�rem�oui V tiea rug roof system), roof deck is usually contended i 3. -fit S Coonan rots:Common refs me those which have no visible d units P.O.,townh�es,condominiums,etc.)In buildings with common m�aofs tlrelin�tlon between neighboring owner should nottly the occupants of ajaent units of roaflng contractor and/or ��� to be perfOrnred. 4. ---Exp CNpng:BONO,oPen beam wilings are where the underside of roof decMng can be viewed from Flow.Tire owner may wish to maintain the architectural perretrat�rr of fire underside at lite de Ling may not be �;therefore,roo ft nail pfable•This provides the option of maintaining the 6. L���Pondlng wataer:The Current roof SY*m amYor deck of the build( m ay riot drain.wall and may cause water to pond(r�ccrmulate)in b *fying areas of the mot.Pounding car be an Indication of strucmw des and may require the review of a professional engineer.Pounding shorten the exp y and performance of the now rooting Sym.pounding conditro s mn be evident until nti the original mOft system Is removed.Pounding conditions Should be corn ft. 6. Overfiowscuppers outlets}:it to requites that rainwater flows off so that the ref is not overfed from a buildup of water.Ndmethr/edge wall or other roof ext Mlon ��►scuP�s(wall outlets)are not provided.It may be �Y block this dte In if accordance with the requkemente of Sens 84402,R4403 13 instep overtbw scuppers in 7. A'� �.. ..: .�,y grail Ian.Most roof stnrotures should have some abilly to vent natural*110w through the •'. ': ° assembly(the building.Itself.The existing amount of aft ventilation shag rot be .. ... bp)wo W to cotes additional venting which can result In extending the service gf a of the . . awe Contr�torSi .. `. ... . gn Data ... 48vbd 0?MM hD • • • 0 • . 0 . - 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.miamiaade.¢ov/uera 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 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:Barcelona 900 Concrete Roof 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. INS;yC'f�bih2 &o0yb entire NOA shall be provided to the user by the manufacturer or its distributors and shall I%avi lalleMt its]Vdiotiat the job site at the request of the Building Official. This renews and revises NOA#07-0220.04 and consists of pages 1 through 7. Than submitted dec umentationdw"reviewed by Alex Tigera. i • • r • • ♦ • ': _ 71 ., :•: YExpiration NOA No.: 12-0222.02 puAMFDI►s!JAPPROVEDI Ez irationDate: 04/26/17 Approval Date: 04/19/12 ••• • • • ♦ ••• • • Page 1of7 ROOFING ASSEMBLY APPROVAL Category Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Barcelona 900 Concrete Roof Tile, as manufactured Boral 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 pressure 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. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Barcelona 900 1= 17" TAS 112 High profile,interlocking,one-piece,'S' w= 13" shaped,high-pressure extruded concrete roof %z"thick tile equipped with three nail holes. For direct deck or battened nail-on,mechanically fastened,mortar set or adhesive set applications. Trim Pieces Length:varies TAS-112 Accessory trim,boosted Barcelona,concrete Width:varies roof pieces for use at hips,rakes,ridges and varying thickness valley terminations manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales,FL. 2.2 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Revort Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 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 Sept. 1993 •• ••• •• Testing of screw vs.smooth • shank nails . .. . . . . ... . Redland Jq&iWOg?449 •.• .Fetter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) . ... . ... ... . • • NOA No.:12-0222.02 Expiration Date: 04/26/17 ;APP C Approval Date: 04/19/12 Page 2 of 7 . . . . . . . . . . Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Professional Service Industries, IC-1320-94 Physical Properties Feb. 1995 Inc. TAS 112 The Center for Applied 25-7688-3 TAS 101 (Adhesive Set) June 1996 Engineering,Inc. 25-7688-10 TAS 101 (Mortar Set) July 1996 The Center for Applied 25-7688-5 Static Uplift Testing June 1996 Engineering,Inc. TAS 102 (3"Headlap,Nails,Direct Deck,New Construction) The Center for Applied 25-7688-4 Static Uplift Testing June 1996 Engineering,Inc. TAS 102 (4" Headlap,Nails,Clips) Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998 Testing Services 520191-2-1 TAS 101 March 1999 Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering,Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering,Inc. Evaluation 25-7183 March 1995 Calculations 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 25-7804b-8 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Evaluation Restoring Moments Due to February 2007 Calculations Gravity Nutting Engineers 122 TAS 112 January 2007 .. ... . . . . . .. • •• • • • • ••• • •• ••• •• • • • •• • •ee • ••• ••• • • • • • NOA No.: 12-0222.02 • • • • •• ••e ••• Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 3 of 7 ••• • • • • ••• • • • • • • • • • • ••• • •• •• • •e • • % • •e• e • •• • 0 f 3. LE IITATIONS 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 `A'. Such testing shall be submitted to q Y PP g the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. i installed perpendicular to the roof slope 3.5 30/90 hot mopped underlayment applications may nsta d p rp p unless stated otherwise b the underla ent material manufacturers published literature. Y Ym 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Barcelona 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(lbf) Length-1 (ft) Width-w(ft) Barcelona 900 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers -.%(W) Tile ;L(ft ) X(ft—3) Profile Batten Application Direct Deck Application Barcelona 900 0.289 0.313 Table 3: Restoring Moments due to Gravity-M9(ft-lbf) Tile 2"•12" 3"•12" 4"•12" 5"•12" 6"•12" 7"•12" or Profile greater Barcelona Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck 7.28 8.13 7.21 8.05 7.10 7.93 6.96 7.78 6.79 7.61 6.61 7.40 • •• • • • • ••• • 9 000 0 too 00: • • • • NOA No.: 12-0222.02 • ♦ • Expiration Date: 04/26/17 Approval Date: 04/19/12 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 15132" (min. 19/32" plywood) plywood) Barcelona 900 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 20.7 20.7 18.1 2.#8 Screws 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail 23.1 23.1 19.0 Field Clip) 1-10d Smooth or Screw Shank Nail 29.3 29.3 24.0 Eave Clip) 2-10d Smooth or Screw Shank Nails 27.6 27.6 38.6 Field Clip) 2-10d Smooth or Screw Shank Nails 38.1 38.1 41.8 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 Barcelona 900 Adhesive 29.3 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 10.7 grams. Polyfoam Product Inc.Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Barcelona 900 Polyfoam Pol ProTm 66.5 Polyfoam Pol ProTm 38. 3 Large paddy placement of 63grams of Pol ProTm. 4 Medium paddy placement of 24 rams of Pol ProTm. Table 7:Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile... Application Resistance F5. arcelona 900• •; •; ;•; Mortar Set 24.5 Tile-Tite Root Tile o .. . 0 000 99: . . . . . • •; . ; NOA No.: 12-0222.02 MaMFOM►uOVED ' ' ' Expiration Date: 04/26/17 Approval Date: 04/19/12 ... • • • • ... • • 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". 09 LABEL FOR BARCELONA 900 TILE(LAKE WALES FL PLANT 2) LOCATED UNDERNEATH 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 the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ••• . ••• ••• . FDADe • •000 ;•. • ;•. ;•; NOA No.: 12-0222.02 , Expiration Date: 04/26/17 Approval Date: 04/19/12 ••• • • • • ••• • • Page 6of7 • • • • • • • • • • • •• •• • • • •• •• PROFILE DRAWING NAIL HOLES OVERLOCK i • 33 5/8 A 17" 13° UNDERLOCK BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE .. ... . . . • . .. . .. . . . . ... . • •• . • 0 • • NOA No.: 12-0222.02 • • • . . • • JAPPROVED ••• . . Expiration Date: 04/26/17 Approval Date: 04/19/12 ••. • • • • .•• • • Page 7of7 0 000 • •• .• • • • •00 i• MIAM-DADL COUNTY DEPARITAM OF.PERMTrrOIGi,ZRVMNbWff,AND REGULATORY AFFAIRS( }PERA PRODUCT CONTROL SECTION BOARD AND CODE Abt�TRATWX DNVMION 11805 SW 26 Street,Room 208 Miami.Florida 33173.2474 NOTf CEOff`AOC�]P AMM MOM T(786 315-2590 F c786y 3132599 3M Comp my 3M C0MterFad;dIng 6-2IM -x_o6 St:Paul,MST.Sn".1+000 Scor»: 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 be used 3n Miami Dade County P�-Product Control Section to County and other areas where allowed by the Authority Having Jurisdiction(AIM. This NOA shall not be valid atter the 091ration date sal below The Miami Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade Con*)reserve the right to have this product or material tested for quality assurance purposeL If this prWect or material hailsto perf orm,n the accepted manner, ft mmuftfure will incur the expense of such tasting and the AHJ may immediately revoke,modify, or suspend the use ofsuch product or material within their jurisdiction. PERA reserves the right to revoke this acceptance,if it is&Wmmed by Miami Dade County Product Control Section that this product or material failsto meet the requirements of the applicable building code. This product is approved as described hsrehh,and has been designed to comply with the Florida Building Code Including the High Velocity Hurricane Zone of the Florida Building Code. DZSCRirnoN:wm 2-Componart Foam Roof Tile.Adhesive AH 160 LABELING:Each unit shall bear a permanent label with the mamdacunees name or logo,city,state and following statemerrt:"Nframi--Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be corned after a renewal application has been Sled and�e has been no change in the applicabldh building code negatively erecting the performance of this product. I%?Jd NATION ofthis NOA will occur 4w the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of-the product or process.Mishhse of this NOA as an endorsement of any product,for sales,advertising or anyodw purposes shall 9aftl:tidally terminate this NOA.Failure to comply With any section of this NOA shall be care for ter alhation and removal of NOA. ADVIOUMs10MENT: The NOA numb 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 endmNOA shall be provided to-the user by the manufactureer 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# 11-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewedby Alex Tigers. NOA No.:M022LIS 4ir ... ... Axpiration Dates 05/10/17 We: .' .' Approval Data:05/10/12 • •• Page 1 of 7 ... . . . . ..• • . ROOFING COMPONENT APPROVAL: Category: Roofing Bob Category: Roof the adhesive Materials: Polyurethane SCOPE: This approves 3Mm 2-Comlione►t Foam Roof Tile Adhesive AEC-160 as manufactuzvd by 3M Company as described in Section 2 of this Notice of Acceptance.For the locations when the design pressure dents,as determinesby applicable building code;does not exceed the,design pressure vales obtained by calculations in compliance with Roofing Application Standard RAS 127,for use with approved$at,low,and high profile.roof tiles system using 2-Component Foam.Roof Tile.Adhesive AH-1'60.Where the attachment calculations are done as a moment based system for single patty placement;and as an uplift based system for double patty systems PRODUCTS MANUFAGTuRED BY APPLICANT: Mulct Description Seations 3M'w 2-Component Foam . N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 H160 Foam Dispenser R171000 N/A DispensingEquipment ProPackV 30 dt 100 N/A DispensingEquuipment P'RODUCTS.MANUBACTUIM BY OTHERS: Any Miami Dade County Product Control Acxepted Roof Tile Assembly having a current NOA which List moment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-1 60 roof file adhesive. MANUFACTURING LOCATION.- 1. OCATION:1. Tomball,TX. PHYSICAL PROPERTIES: Density ASTM D 1622 1.6 IbsJft' Compressive Strength ASTM D 1621 18 PST 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 LbsJFta Moisture Vapor Transmission ASTM E 96 3.1 Peron/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40•F.,2 weeks +6.0%Volume Change @158•F., 100%Humi ft 2 weeks Closed Cell Contem •. ... 6VVH 2856 860/6 .. . . . . ••• . .. ... .. . . . .. NOA No.:12-02=18 M .. ••• 00: x1ph%lon Dates 03/10M ' .0. Approval Date:05/10/12 :. ': : : Page 2of7 ... . . . . ... . . • • • • ••• • • • • • • • • • • • • • ••• • • • ••• • • Note: The physical properties listed above are presented as WIW average valves as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EMENCE SIUB�; Test Test IdenttH_®_r Test MM2MIR211 IWO Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7439.3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25--7492 SSM 11-93 12112195 Polymers Division Pollee Laboratories ND-589-631 ASTM D 1623 02/01/94 Ramtech Laboratories,Inc. 963792 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 1.08 11/16/94 01-6739-062bL11 ASTM E 84 01/16/95 Testy FaSmeminB 7050.02.96.1 TAS 114 03/14/96 Celotex Corp.Testing Services 5284542-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109.2 520109-3 520109-6 520109-7 520191-1 TAS 101 03t02199 520109-2-1 LIMtTATIONB: L Fire clamscation is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating, 2. 3M" 2-Component Foam Roof Tile.Adhesive AH 160 shall solely be used with flat,low,&high the proffies, I Minimum underlayment shall b8 in compliance,%ft the Roofing Applicatlon Sid RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3M m 2-Component Foam Roof Tile Adhesive AH 160 roof tile.adhesive with their the assemblies shall test in accordance with TAS 101. 3. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tUe adhesive with their the assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F _W 2 MS .. ... ... NOA No.:12-0223.18 Expiration Date:05/10/17 • • Approval Date:OVIO112 ..• :• ..: •.• •.' •.• Page 3of7 . . . . . . . . . . . . .. .. . • . .. .. ... . • . .•. • . INSTALLATION: 1. 3M'rM 2-Component Foam Roof Tile Adhesive AH-160 may be used with MW roof the assembly having a current NOA that lists uplift resistance vara 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 PlacementDetails noted herein. The roof tile assembly's adhesive attachment with the use of 3Mm 2tomponent 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 Dane Comity Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof the assembly NOA. 3. 3MTM 2-Component Foam Roof Tile Adhesive AH l60 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH 160 Operating Instruction and Maintenance Booklets 4. h3tallation must be by a Factory Trained Vualif'ted AppdiraW approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. S. Calibration.ofthe Foam Dispenser RTF 1000 dispensing equipment is required beforey The mix ratio between the"A"component and the"B"component shall be maintained between 1.0..1 15(A).. 1 p (B). The dispense timer shall beset to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3M=2-Component Foam.Roof Tile Adhesive AH-16o shall be applied with Foam Dispenser RT'F 1000 or ProPwMD 30 dt 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-1 60 shall not be exposed permanently to sunlight. & Tiles must be adhered in lbahly applied adhesive.Tide must be set within 2 to 3 minutes after3MTM 2. Component Foam Roof Tile Adhesive AR-1 60 hbeen dispensed. 9. 3MTN 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with t1wTlaomen t Details'herein. Each generic the profile requires the specific Placement noted herein. Table 1:Adhesive Plaeement For Each.Generic Tile profile Tile Profile Placement Detail Single Paddy Weft Two Paddy Weight per Min.{ 'ams) paddy Min.(frame) Low Msh Profiles #1 35 N/A High Profile 2 Piece Barre #1 17/side on M and 34/ N/A MFA UM— Pr°ffies a2 24 N/A atieowlftb Profile #3 8 .. ... . . . . . .. .. . . . . . . .. . . . . ... . ... .. ... .. . . . I� I NOA No.:12-022L18 �. 000 ..s �. ftOration Date:MOM Approval Date:05/10/12 •• • • •• • • • . . .• • Page 4 of 7 . ... . .. . . . . •. . . . .. 0 ... . . . . LABELING.- All ABELING:All 3MTM 2-Component Foam Roof Tile Adhesive AH 160 containers shall comply with the listed herein. Standard Conditions Bvn,DINGPnmrREQvmumTs: As required by the Building OMcial or applicable building cone in order to properly evaluate the installation of this system. ADHESIVE PLACEMMT DETAM I SINGLE PATTY �Ceaa • Fish �•cema hub &*ao= e e W10 WO u .s�en.,bdmle«a.e.MasPMft � eeua ,vb�ean �Ts11a. e�iropefWW�.Ulf. &WORM • Maw" �t�oCtb►iD I� �I! .p'+�' �f pN�eko OPSW WNNNII!$Af. can � Fk& •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• NOA No.:12-028.18 •• 00: ••• • Expiration Date:O5/10/17 . .• •.. .• . •• • Approval Date:O5/10/12 • .. . • •••, :• ••: ••• ••• ••• Pap 5of7 •• •• ••• ••• •00 •••• ••• •• • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Ira) 7bk T Z tn. B�wCaape • Few F EawCaae E�e� 7A G Eriet�e Goo" Fu* • •• • • • • ••• • IN NOA No.:M0228.18 • ••• •• •• ••• Ezplmdon Date:05/10/17 • i s '.• •• • •' i i Approval Date:05/ O/12 • •• • • • • • • • Pap 6of7 ADH L%n PUCENRNT DETAIL 3 Dovszz PATTY ate NMI �) � te�nt sk:glepz�r � rpm*m n. 3 hL 2 OL 4 in. 2ht a gem on otf hub an Ofib dn3a" hed�r ee BIG* p I BPfbsont erY 3hux3lM 4 ptaeCki ee Onto an ftm �x erre END OFT ACCEPTANCE .. ... . . . . . .. s NOA No.:124kW.18 �,imtfon Date:05/10117 • ••• •• •• • • Approval Date:83/10M 00•i i• • so:•i i • ' i • ego Page 7of7 • .• •• •00 a •• •.