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RF-13-1585Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 208983 Scheduled Inspection Date: March 18, 2014 Inspector: Rodriguez, Jorge Owner: MARINAS, ANGELA Job Address: 118 NW 104 Street Miami Shores, FL 33150 -1240 Project: <NONE> Contractor: CODA ROOFING, INC Building Department Comments TILE ROOF FOR NEW ADDITION Permit Number: RF -7 -13 -1585 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number INSPECTOR COMMENTS False 1121360131440 Phone: 305 -681 -1060 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 208818. CREATED AS REINSPECTION FOR INSP- 195289. Roof ok. Missing renailiong affidavit no plans, no access, and no ladder. Failed , Z``-7- ��eo'� � Correction ❑ Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 17, 2014 For Inspections please call: (305)762 -4949 Page 33 of 36 T CI VI L Reileh Engineering Corp. (Consulting Engineer) 2370 Southwest 123rd Avenue Miami, Florida 33175 -1174 Tel: 305- 823 -8008 / 305- 397 -6414 EN61.NEEjt' Fax: 305-823-3300 / 305 -884 -8834 Website: www.reilehengineering.com February 4, 2014 Coda Roofing; Inc. 4678 East 10 Lane Hialeah, Florida 33013 -2112 Project: ROOF TILE UPLIFT TEST REPORT Residential Home 118 Northwest 104 Street Miami, Florida Information provided by client: Permit Number: Not Provided Date Coni,)letion: January 25, 2014 Roofing Contractor: Coda Roofing, Inc. Project Number: 14 -0092 (Testing Laboratory Certificate # 11- 0715.04) Dear Sirs; In accordance with your request and authorization, a representative of Redeh /:;ngineer•ing Corporation completed the Roof Tile Uplift Test at the above referenced project. This tasting was performed in general accordance with Roofing Application Standard TAS No. 106 -- Standard procedure for field verification ofthe bonding of mortar or adhesive 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 13oral Vanguard Roll 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. 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 C- ad Sonny Salleh, P.E.49014 Manager TII.E UPLIFT TEST Residential Home 118 Northwest 104 Street Miami, Florida Reileh Engineering Corporation — Project Number -14 -0092 — Page 2 of 4 • Report of TILE UPLIFT TEST for • Residential Home 118 Northwest 104 Street Miami, Florida Project Number: 14 -0092 {Y 1 IIII f 7 35 44 Iln J-o 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 -14 -0092 — Page 3 of 4 J r' y " 1 25 Iy ! it I�t a • .{ is %Y¢ 35 s? IC 1 s„ C t , 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 Test 1 -9 Corner, 10 -13 Ridge Caps, 14 -20 Perimeter, 21 -41 Field Reileh Engineering Corporation — Project Number - 14-0092 — Page 4 of 4 ffROX, WOW t5f LOCAMN5 AND 121WN51ON5 4 6 15 - 6 - n a 25 14 51 25 24 w - S3 28 96 IB 2 1 m 20 29 99 ' 22 40 41 19 400 5f O laDa CAP t5T LOCA11ON FEW ° 21 coluk ° 50 5F IlIX 1-4-0092 L COUP ° 9 P iMM t71ANa, a ° V MNOT5 L005e U PIna CAP ° 4 COM MA ° VX V ffROX, WOW t5f LOCAMN5 AND 121WN51ON5 i Miami. Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JUN 2 8 M3 .1 ao- o- a- - - -- FBC 20 Permit No. f7 Master Permit No f 'i , 3 — ` I ot I ROOFING JOB ADDRESS: //0 ,r/u/ /Oz 57". City: Miami Shores County: Miami Dade zip: Folio/Parcelt _1/- e2/�3,( 0/34S/VO Is the Banding Historkally Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple City: State• 7 p: �3/� Tenant1essee Name: Phone#: Email: CONTRACTOR: Company Name: 000 ;%2c?�i/9 G • Phone#: Address: }� 6'2 a,,"' "'4" /D /,6/ City: ,�/ zip: 33 C?/ 3 Qualifier Name: WIX14 ? GYO Phone#: /ad?) State Certification or Registration #: CCC 13,;- 600.5 Certificate of Competency #: Contact Phonek cr/ /060 Email Address: DESIGNER: Architect/Engineer: Phone#: �t W %' -' Value of Work for this Permit: $ / `r SguardlAnear Footage of Work: 0 Type of Work: EfAddition OAlteration ONew ❑RepairMeplace ODemolition Description of Work: APO 71-J G F:. , 4 f'xr v "4�K Color thru dk: Submittal Fee $ Permit Fee CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ TrainingWAucation Fee $ Technology Fee $ Double Fee-$ Structural Review $ TOTAL FEE NOW DUE $, Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip MW 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMNIENCEMENT 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 day of � m , 20 D, by 11 4�g pr/,d iJw17 S JIF 1 who is personally known to me or who has produced As identification and who did take an oath. The foregoing instrument was acknowledged before me this 9 day of v-10- 20 -5 by C)V W1 r' QL0 1.4711!., who is pens j ffl known to me or who has produced Structural Review (Revised 311212012)(Revised 07 /10 /07)(Revised 06110R009)(Revised 3115/09) identification and who did take an oath. NOT 1 �F.i e� .. � .LILLL �..t•ll � 1 Zoning Clerk To: Re: Miami Shores Village 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. v Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Owner's Name: A f-J -6 c- G M H / C- / /)A S . Property Address: //'F ,V UJ 1 L/ c> 6 Roofing Permit Number Dear Building Official: I certify that I am not required to retrofit the roof to wall connections of my buVThe lding because: just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please a ac ad- rem axa Ion. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature State of Florida County of Dade Print Name AJ A The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned. Swom to and subscribed before me thii Notary Public, Sate of Florida at Large When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building wi SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mtigation. Revised on 5/21/2009 not constructed with FBC nor a 1994 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES I Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Master Permit No._�iG L3 / /q/ Process No. Contractor's Name ca'- -O,i9 �?& Job Address Ilb /(1W /O 4f 57-- ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Asphaltic ❑ Metal PanellShingles Shingles ❑ Prescriptive BUR -RAS 160 ROOF TYPE . � s aroofing Sketch Ri Include di Parapets. ❑ Recovering ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) V Morte ❑ wood ❑ Repair JUN 2 8 2013. Y. al >. B ❑ na 0 6�1 To I(F C a Section R (Roof Plan) 'Y levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. of sections and levels, clearly identify dimensions of elevated pressure zones and location of FLORIDA BUILDING CODE — BUILDING R Cr � z w J �- �I s z U Q w w ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone UnlMrm Permit Application Fore. Section n (Steen Sloped R a System) Roof System Manufacturer. 'B4% Notice of Acceptance Number: /.2 Minimum Design Wind Pressures, N Applicable (From RAS 127 or Calculations�1: _ 3% / — G�f.' / P2• P3: G S Maximum Design Pressure (From the Product Approval System): 02 Roof Slope. Deck Type: Type Ur Insulation: L w �c - \ Fire Barrier: 171 Ridge Ventilation? \FoMen pacing: e: p Sheet: Mean Roof H eight: `°Z 1 Covering: Type & Size Drip 3 �� Edge: FLORIDA BUILDING CODE— BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permft Application Form. Section (Tile Calculations) ForMomeat based t1le aystSms, choose eitharMethod 1 or2. Comparethovalues forK with the vaineafrom MP Ifthe vaiuea are Mf gmaterthanor egml to the Mr valnas, for each area of floe roof, then tin; the attachment method is acceptable. Method 1 Moment Based 751c Calculadow Per RAS 127" y�/ A =1 _ MV 2� = Mr1 `y Product Approval Mp 6• /& ( " " x Z ,��jg,68j�M8 Z,rMr2�3. Product Approval Mfr" (P3: G x b �� °L`) Mg: �S 'w =Mr3 �`3• / product pppruval Mf�� L Method 2 "Simplified 711e Calcnlatdous Per Table Below" *Must be used in cea laacyon with a list of moment based the systems eodonted by tha Browmd Cc" Board of Rules and Appeals ForUplift based WeSystems on Method 3. Compued t ha values fofF'with the Values for Fr.IftheF' Values are Vaster than Of equal to the Frvalues, for each area of the roof, then the tale anachrnem method is amble. Method 3 Moment Based 711e Calculations Per RAS 127" (Pl: x L = x w: _ _J - W: x cos B = Fr1 Product Approval F' (PZ: x L x w: =1- W' x COS B = A2 Product Approval V (P : x L = x w: = - W: x cos B = F Product ApPoval F• am to I C O e find Design Emmm Wh Pl or P2 P3 lablel 9111121 mlwft mWmb MEMO by FE bond on ASCE 7 Roof SM) d H #1ob Site 8 o Site A lip Rearming Mom�t due to Mg ProductAnroval AttachmentRosistence Nt PmdactAmmW Minimum A Approval &erw1WWW2h1 w 711e Dimensions L= length Product Approval a wj 1All calculations must be submitted to the bm7 officW at the time ofvmft =HcWom FLORIDA BUILDING CODE — BUILDING MUM EMEMS MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMIT ING, 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) w±.mlamiaadeaov /sera 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 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: 3MTM 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 renews and revises NOA# 11- 0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigers NOA No.: 124228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL- Category: Roofing Sub Category: Roof tile 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 PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test SpeciScations 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 ProPack® 30 & 100 N/A TAS 101 N/A N/A PRODUCTS MANUFACTURED BY OTHERS: Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Pro Test Results Density ASTM D 1622 1.61bsJft.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 LbsJFe 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 @1580F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 Page 2 of 7 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. EVIDENCE SUBMITTED: Test Agency Test Identifier Test NameMenort 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 11/02195 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 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. 3MTm 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their file assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F —W 2 F'= MS NOA No.: 12-0228.18 Expiration Date: 05 /10/17 Approval Date: 05/10/12 Page 3 of 7 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 Alf- 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 Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio :between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RT71000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTm 2- Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Pro81e Tile,Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low High Profiles #1 35 N/A fth Profile 2 Piece Barrel #1 17 /side on cap and 34/ an N/A Flat, Low, High Profiles 1 #2 24 N/A Flax, Low, fligh Profiles 1 #3 8 NOA No.: 12-0228.18 Expiration Date: 05 /10/17 Approval Date: 05 /10/12 Page 4 of 7 LABELING: All 3MTm 2-Component Foam Roof Tile Adhesive AH- 160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY wfto*pwft I 1 10 EMCUM e==_=_ FMMM En mm a*. EmCM= Mir= M, 6ZZ I� ww/ � o� ,I I,� I Ili. I :Ijl l:: \ i.11 11 :;I P: .I. I . NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 Will I� ww/ � o� ,I I,� I Ili. I :Ijl l:: \ i.11 11 :;I P: .I. I . NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 12- 0228.18 Expiration Date: 05 /10/17 Approval Date: 05/10/12 Page 6 of 7 or, 20 NOA No.: 12- 0228.18 Expiration Date: 05 /10/17 Approval Date: 05/10/12 Page 6 of 7 t . ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Naa ft"h pieft cement pky Nag through pbm cement ° oehmn tae) WWRWP=d ° (urF9*i toe) ° 3 in. �r - } 'RIn.x S in. 31n. 4 hi. 21n. Sftb on 2 In. 4 in. Wdeffr. Pefton kwwd e Ilymed canes on top of Ole Em on�bpof g �xplo� calm Famb oomseonly 1� �c END OF THIS ACCEPTANCE Single paddy under the Single paddy between tae 2 DL x? k metflun she paddyme only . W dosme "edp NOA No.: 12-W28.18 Expiration Date: 05 /10/17 Approval Date: 05/10/12 Page 7 of 7 NIIAMI DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINMRATION DMSION Miami, Florida 33175.2474 T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/nera Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA. 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed'by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Vanguard Roll Concrete Reif 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 renews NOA# 12 -0308.06 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.:12- 0904.06 WNW— W Expimflon Date: IV16/17 Approval Date: 12/06/12 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub- Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a system using Vanguard Roll Concrete Roof Tile, as manufactured Boral Roofing LLC in Pompano Beach, 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 Amflicaut Dimensions Vanguard Roll Concrete L =16 -'/2" Roof Tile W =13" Y2" thick Test Speeffleations Product Docrintion TAS 112 Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces 1= varies TAS 112 w = varies varying thickness 2. 1 PRODUCT DESCRIPTION L Pompano Beach, FL. 2.2 SUBMITTED EVIDENCE: Test cw Test Identifier Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies 7161 -03 Appendix III 7161 -03 Appendix II P0402 94-060B 94-084 P0631 -01 Letter Dated Aug. 1, 1994 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Reoort Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Wind Tunnel Testing PA 108 (Mortar Set) Wind Tunnel Testing PA 108 (Nail -On) no Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 Aug. 1994 NOA No.: 12-0904.06 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 2 of 6 2.2 SUBMITTED EVIDENCE: T.� Test Id egifler Test Name/Reuort Ptg The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -76 ❑ PA 100 The Center for Applied 25- 7183 -1 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik Drive Screws, Direct Deck) The Center for Applied 25- 7183 -2 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik Drive Screws, Battens) The Center for Applied 25- 7214 -2 Static Uplift Testing March, 1995 Engineering, Inc. 25- 7214 -6 PA 102 (1 Quik Drive Screw, Direct Deck) (1 Quik Drive Screw, Battens) Celotex Corporation 528454 -2 -1 Static Uplift Testing Sep. 1998 Testing Services 520109 -2 PA 101 Dec. 1998 Walker Engineering, Inc. Calculations Aerodynamic Multiplier August 2007 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- 7804 -4 & 5 25- 7848 -6 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers October 2007 Walker Engineering, Inc. Evaluation Calculations Two Patty Adhesive Set System April 19" Nutting Engineering TAS -112 13343.1 June 2007 3. L-EwTATIoNs 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 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 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. NOA No.:12 -0904.06 Expiration Date: 12116/17 Approval Date: 12/06/12 Page 3 of 6 4. INSTALLATION 4.1 Vanguard Roll 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) Vanguard Roll Roof Tile 9.2 1 1.38 1.08 Table 2: Aerodynamic Multipliers -,% (f e) Tile Profile A. (ft) Batten Application A, (ft Direct Deck Application Van uard Roll Roof Tile 0.266 0.289 Table 3: Restoring Moments due to Gravity - Nls (ft-lbf) Tile 2 ":12" 3 ":12" 4 ":12" 5":12" 6 ":12" 7":12" or Profile 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 greater Vanguard Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Roil Roof 24.3 Deck 1 1 -10d Smooth or Screw Shank Nail Eave Clip) Deck 19.0 Deck 2 -10d Smooth or Screw Shank Nails Field Clip) Deck 35.5 Deck 2 -10d Smooth or Screw Shank Nails Eave Clip) Deck Tile h5-30 6.03 5.24 5.97 5.16 1 5.87 1 5.05 5.75 1 4.92 5.60 4.78 5.44 Table 4: Attachment Resistance Expressed as a Moment - Mi (ft -lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 16(32" Plywood) Direct Deck (min. 19132" plywood) Battens Vanguard Roll Roof Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 .#8 Screw 25.8 25.8 22.9 2 AS Screws 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail f=ield Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails Eave Clip) 31.9 31.9 32.2 NOA No.: 12-0904.06 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 4 of 6 Table 6: Attachment Resistance Expressed as a Moment Mt (ft -lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Vanguard Roll Roof Tile Adhesive 26.1 1 See manufactures component a Pproval for installation requirements. 2 Flexible Products Company TileSond Average weight per patty 11.4 grams. 3Mm 2-Component Foam Roof Tile Adhesive AH -160 Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mi (ft -lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Vanguard Roll Roof Tile 3WA2-Compoffent Foam Roof Tile Adhesive AH -160 86.61 3M 1 m 2 mponent Foam Roof Tile Adhesive AH-160 45. 3 Large paddy lacement of rams of 3M 2 -Com onent Foam Roof Tile Adhesive AH -160. 4 Medium Paddy Placement of 24g rams of 3M 2-Component Foam Roof Tile Adhesive AH -160. Table 8: Attachment Resistance Expressed as a Moment - Mr(ft -lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Vanguard Roll Roof Tile Mortar Set 20.60 5 Tile -Tate Roof Tile Mortar. 5. LABELING All tiles shall bear the imprint or identifiable marldng of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". VANGUARD ROLL BORAL ROOFING LLC VANGUARD ROLL ROOF TILE (POMPANO BEACH, FL.) (LOCATED ON UNDERSIDE OF TILE) NOA No.: 124904.06 ... a E D ! Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 5 of 6 6. BUILDING PERMIT REQUIREm ENTs 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. PROFILE DRAWINGS y �� VANGUARD RoLL ROOF TILE (POMPANO BEACH, FL.) END OF THIS ACCEPTANCE NOA No.:12- 0904.06 , Expiration Date: 12/16/1 Approval Date: 12!06/12 2 Page 6 of 6 01 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 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. 1-y 4-H. Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction 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. � A. Lf • 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). 3..- A- t Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In 'buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. '�' 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 maintaining the appearance. 5.r— - - M ' Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 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 N overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. LA '`t Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to co ' r a o nting which can result in extending the service life of-the roof. ,4 —P Owner/Ag6ds Signature e e /zT1i3 Contractor Sig Date Revised on 7/9/2009 LD