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RF-13-2816% I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 204653 Permit Number: RF -12 -13 -2816 Scheduled Inspection Date: January 22, 2014 Inspector: Rodriguez, Jorge Owner: JOANNE KETTLE, MORGAN NORDONE Job Address: 717 NE 91 Street 3 -13 Miami Shores, FL Project: <NONE> Contractor: QUINTERO GENERAL CONSTRUCTION tswaing Department comments ROOF TILE REPAIR LEAKS FOR UNIT 3B AND 4B TOGETHER Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number, Parcel Number INSPECTOR COMMENTS False Inspector Comments 1132060440070 Phone: (786)487 -5738 January 21, 2014 For Inspections please call: (305)762 -4949 Page 17 of 39 C I V I L Reileh Engineering Corp. (Consulting Engineer) 2370 Southwest 123' Avenue Riq Miami, Florida 33175 -1174 Tel: 305-823-8008 / 305-397-6414 ENGINEER Fax: 305 - 823 -3300 / 305 - 884 -8834 Website: www.reilehengineering.com January 22, 2014 Quintero Roofing Miami, Florida Project: ROOF TILE UPLIFT TEST REPORT Residential Home 717 Northeast 91 Street Miami Shores, Florida Information provided by client: Permit Number: Not Provided Date Completion: January 16, 2014 Roofing Contractor: Quintero Roofing Project Number: 14 -0043 (Testing Laboratory Certificate # 11- 0715.04) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test for the repaired areas at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No. 106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 1000 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 Double Roll Concrete 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 lamZad Sonny Salleh, P.E.49014 ect Manager TILE UPLIFr TEST Residential Home 717 Northeast 91 Street Miami Shores, Florida Reileh Engineering Corporation — Project Number - 14 -0043 — Page 2 of 3 Report of TILE UPLIFT TEST for Residential Home 717 Northeast 91 Street Miami Shores, Florida Project Number: 14 -0043 3 N t -1 fte`,,I. 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass IF-- - --- I - I -- Test 1 -4 Perimeter, 5 -19 Field Reileh Engineering Corporation — Project Number - 14 -0043 — Page 3 of 3 0 T IT t5T fU FEW 15 PUMP _ 4 COMM 0 V119a CAP O p�MMMk a 100 5F COUP - 0 5f NO. 11;51" LOCA110N MPIMMP 1715TANa, a = 5' COUP AYA - 5'X 5' O Ma CAP t5T LOCA11ON P MMOT5 LVOr9N 11L� L MNOS5 L00% 'U AE'ROX, k00F T5T LOCAWN5 ANV VIMM51UN5 14-004 Miami Shores Village Budding Department 70050 N.E.2nd Avemr, Mami SkM plmida 33138 Tel: (305) 795.2204 Fax; (305) 756.8972 WaRmON'S PHONE NUMBER: (305) 762.A949 BUII.DIIYG PERMIT APPLICATION Permit 7�pe: BUR DING JOB ADDRESS: l NF- cl !r F3CZO Permit No. Permit Na_�1� (ROOFING Ccel 39 M City: - ymjw SbMx Foli Cmiaty: �r;B„� Dada;✓' 13 $ aJPat; Is the BW Mkg H lbftW Dated: Yes - ------ NO mood Zone: _ OWNER: Name S' le 71deho o rGS {� 0- A� � TC Admess: 7Tir"IN MI �I're� _� b� Qtr. - 1-11► ARM— _S?h TMUd-ftsee Nam: C rCS CONTRACTOR: C=VM Name: Address: Aq ®1 J i I Citq: Qnalifff Name; ° Phono9: �S State CeJtitic,aion or Registration ,L —COMM IDWO MaU Ate. N Value of Work for tots Pernik. $ �,�� �owl Typed Work: tUddidon •inear.$'ootage of Work: __ OAIteiatIon DNaw _ Dowkan 0 %�� O N,�Rapair/Replace ° on of Work: %� �-1. o =, Stare: F L 'Cr h GT S tOIOt' Submittal Fee $-15D F CCF $ MCC $. Sei*btng Fie $ Fee Radon Notary $ Training/Edutattlon Fee $ D�ble Fee $ Tedmoloff Fee $ Structural Review $ TOTAL FEE NOW DUE S ` Bonding Company's Name (if applicable) r Bonding Company's Address Uny State 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 prigr v the issuance of a permit and that all work will be performed ton et 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, FURNA4B$� BOILERS, HEATERS, TANKS and AIR CONDMONERS, 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 DDROVEMENTS TO YOUR PROPERTY. IF YOV bdiND 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 $2300, 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 pennon whose property is subject to attachmm. Also, a cerfUled 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 pennit is issued. - In the absence -of such posted notice. the inspection will not be approved and a reinspeetion fee will charged. Signature Signattue owner The foregoing instrument was before me this 2 PP day of 20 '' 3 b. 6®IJr -A 1 t o is personal) known to m who has prodaced__ As identification and who did take an omb. NOTARY QBLIC: Sign: -Print: I�Iy C<-muaissioit iBxPitr�: APPROVED BY -40N" No" Puwa sea. d F" Y ow-F M zaropm -d MY Ca'npn MW EE152M es Expi►w / ?/O MiS 11/0 The forgoing instrument was aclmowledged before tneftl Clay of = 20 -a by 8 e-rna rd 1 &IJ , e/-d who is Personally known to roc or who hauwp� as identlilcmion and who did t.sh an o tb. NOTARY PUBLIC: Plans.: Structural Review (Revised 3 /1=012XRsvised mnQVXRevisea 0W0r,,M (Revised MSlll9) Sign: Print: MY Commission Expires: Zoning ark The Shores Plaza East Condominium Association, Inc. 745 North East 91" Street Miami Shores, FL 33138 305 -75i SM / FAX 305- 759 -2101 E-MAIL sRaV3Qatt.net December 4, 2013 Miami Shores Village Building Dept. 10050 NE 2nd Avenue Miami Shores, FL 33138 Dear Sir / Madam: This letter will serve as your confirmation that "Quintero General Contractor Corp." has been contracted and is authorized by the Board of Directors of the Shores Plaza East Condominium Association to perform repairs at building 717 NE 91 Street, Units #3B & #4B, Miami Shores, Fla. Should you have any questions regarding the enclosed, please feel free to contact the condominium office. Sincerely yours, P.% Ro ert Gonzalez President cc: file .x•,.11! @C /r x yi �S m R t 4 Q � � e gN M1 ` i1i01{ {!i9{ CERTIFICATE OF LIABILITY INSURANCE 3IYY) PRODUCER Florida Bankers Insurance 7278 SW 8 Street Miami, FL 33144 Phone (305)266 -6493 Fax (305)262 -0679 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED QUINTERO GENERAL CONTRACTOR CORP. 8801 NW 112 Ter HIALEAH GARDENS, FL 33018- INSURER A: FEDERATED NATIONAL INSURANCE INSURER B: INSURER C: INSURER D: INSURER E: COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD•L INS_RD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE MM/DD POLICY EXPIRATION DATE MMMO LIMITS A ❑ GENERAL LIABILITY 0 COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS MADE © OCCUR ❑ GL- 0504011461 -00 11/22/13 11/22/14 EACH OCCURRENCE 1,000,000.00 DAMAGE TO RENTED PREMISES _aoccurence 100,000.00 MED EXP (Any one person) _ 5,000.00 PERSONAL & ADV INJURY 1,000,000.00 ❑ GENERAL AGGREGATE 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: © POLICY ❑ PROJECT ❑ LOC PRODUCTS - COMP /OP AGG 2,000,000.00 El- AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL OWNED AUTOS .❑ SCHEDULED AUTOS ❑ HIRED AUTOS ❑ NON OWNED AUTOS ❑ - - COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Par pe —) - - — — BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) ❑ ❑ GARAGE LIABILITY ❑ ANY AUTO ❑ AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG EXCESS/UMBRELLA LIABILITY ❑ OCCUR ❑ CLAIMS MADE ❑ DEDUCTIBLE ❑ RETENTION $ EACH OCCURRENCE AGGREGATE WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below ❑ W STATU- ❑ OTH- TORY Y LIMITS ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION CITY OF MIAMI SHORES 10050 NE 2 AVE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25 (2001/08) OF © ACORD CORPORATION 1935 DEC Y • I 1 • s t � y i • : Florida Building Code Edition 2010 Section A (General Information) Master Permit No. Process No. Contractor's Name Job Address W '� A.; 45 oW ROOF CATEGORY HIGHWELOCITY HURRICANE ZONES L`ow Slope ❑ Mechanically Fastened Tile 0( Mortar /Adhesive Set Tile i 4phaldc ❑ Metal PanellShingles ❑ Wood Shingles /Shakes _ - Shingles E3 Prescriptive BUR -RAS 150 Ljj Ct] U _ ROOF TYPE New Roof ❑ Reroofing Recovering Repair ❑ Maintenance W� G ROOF SYSTEM INFORMATION LIJ op .` G L66v dope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) D C' Section B (Roof Plant Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow ce-tim m sand nvarflnw A-- loentiTy almensions of elevated pressure zones and location of parapets. A C1 onin vi nninA RI M nlun Hone . neoane.rraA. Y• _ i Rooi Rl HIGH- VELOCITY HURRICANE ZONES F7-- Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Pertrdt AppftWon Form. Section D (Steep Slowed Roof System) Steep Sloped Roof System Description Deck Type \"rt— I I 2010 FLORIDA BUILDING CODE — RESIDENTIAL HIGH - VELOCITY HURRICANE ZONES dd 9A Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mr with the values from Mt If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the the attachment method is acceptable. Method l "Moment Based Tile Calculations Per RAS 127" (PI x?, ° _ ° ) - Me .� = Mrt j Product Approval Mr 794 -At s �� � Product Approval Mr r1 : (P3 o x x I= A® Product Approval _F _43.69 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mr Required Moment Resistance" Mean Roof Height --(► Roof Slope 15 201 26' 30' 4W 2:12 34.4 36.6 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 36.1 37.3 6:12 28.4 30.1 31.6 32.8 34.9 ' 6:12 26.4 26.0 29.4 30.6 32.4 7:12 24.4 26.9 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 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 tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" s w: =_) -W -x cos B. = Fri: F (PZ : - x 1: _ = x w: _ ____) - t3' • = x cos B.•_ = Fr2' - P' (P3 : - x I: -= x w:= - W: x cos 0. -= Ft3: F Where to Obtain Information Description _Symbol I Where to find Design Pressure Pt or P2 of P3 RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 7 - Mean Roof Height 11 Job She Roorslope 0 Job Site Andynamic Multiplier x Product Approval Restoring Moment due to Gravity M ProductApproval AltachmentResistanee Mr PkoduotApproyal Required 111omentResistanee M Calculated Minimum Attachment Resistance F' prodactAppWal Requimd Uplift Resistance F Calculated Metage Tile Wei t. W ProductApproyal Tile Dimensions Ia length width w= W - w ProductApproval All calculations must be submitted to the 13 Official at the time of it a licetion MIAMttaAl9E MIAMI -DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov /uera 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: 3Mrm 2- Component Foam Roof Tile Adhesive AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA# 11- 0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. �O r NOA No.: 12- 0228.18 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 3Mrm 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 Product Description Specifications 3MTM 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs. /ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 LbsJFe Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.070% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @I 58-F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% NOA No.: 11-0228.18 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 AsencY Test Identifier Test Name/Reno Date Center for Applied Engineering #94-060 TAS 101 04/08/94 01/16/95 257818 -IPA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438-4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739 -062b[1] 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 LIlVIITAmNS: 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 file 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 file 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 tile 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 AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof file 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 beset to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MT111 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. & 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 file profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile 2 Piece Barrel #1 17 /side on cap and 34/ an N/A Flat, Low, I-ligh Profiles #2 24 N/A Flat, Low, High Profiles #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-1 60 containers shall comply with the Standard Conditions listed herein. BUILDING PERmrr 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 1.- 57 1 If i M. 77MA, ��/PA NOA No.: 12-0228.19 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 hoAho ODE Expiration Date: 05/10/17 Approval Date: 05/10/12 JAPPROVEDI Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall On* plaft centeM ply Nail ftwo plesfic cement Side pad* under the 0 metween 60) UndW&pmd Engle pa* helm @n ft 2 In. x 7 In. medhan (urd"tue) Bb paft em cmm Only so P3W nm 04,1131-11n M wuludle x 3 Im x3ln. T Engle Pm* an 2 In. 4 in. Si 1 41n 2 In Engle ---- -- under- nt WHIff- lownent n Engle Fasda cmm on top of the Wmpbde sh In. X I In. Metolun Ean come % Em dmn on 10=8 dw pddy em I Imp edge I Fee* muse only I END OF THIS ACCEPTANCE NOA No.: 12-0228.19 BADE COUNTY Expiration Date: 05/10/17 APPROVED Approval Date: 05/10/12 Page 7 of 7 M� MIAW -DARE COUNTY PRODUCT CONTROL SECTION DEPARTMEW OF PERNn -MG, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMMSTRATION DIVISION Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov /sera Lamoti Roof Tile, Inc. 1390 NW 29 Street Miami, FL. 33142 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: Barrel High Profile Concrete 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# 06- 1214.07 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. romem, NOA No.: 12 -0207.02 Expiration Date: 03/14/17 Approval Date: 05/31/12 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub- Category: High Profile Roofing Tiles Material: Concrete 1. SCOPE This renews a roofmg system using Lamoti Barrel High Profile Concrete Tile, as manufactured by Lamoti Roof Tile, described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code. For the 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 attachement calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Barrel Concrete Tile Length: 18" TAS 112 High profile, two piece, concrete roof tile. For Width: 8 %" direct deck, adhesive set applications only. Thickness : ' /z" Trim Pieces 1= varies TAS 112 w = varies varying thickness 2. 1 PRODUCT DESCRIPTION 1. Miami, FL. 2.2 SUBMITTED EVIDENCE: Test Atency Test Identifier IBA Consultants, Inc. 2358 -54 American Test Labs of South RT0511.02 -12 Florida Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each rile profile. Test Name/Report Date TAS -101 05/08/07 TAS -112 05/16/12 NOA No.: 12- 0207.02 Expiration Date: 03/14/17 Approval Date: 05/31/12 Page 2 of 5 3. UwTATIONS 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. 3.7 May be installed on slopes 2 ":12" to 7 ":12" 4. INSTALLATION 4.1 Lamoti `Barrel high Profile Concrete Tile' and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (1111) and Dimensions (I x w) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Barrel High Profile Concrete Tile 8.1 1.50 0.73 Table 2: Aerodynamic Multipliers - X (ft3) Tile Profile il. (ft) Batten Application ;L (ft3) Direct Deck Application Barrel High Profile Concrete Tile WA 0.23 Table 3: Restoring Moments due to Gravity - Me (ft -lbf) Tile 2":12" 3":12" V %12" 5":12" 6":12" Greater than Profile r:12" Barrel High Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck 5.66 5.56 5.43 5.25 5.01 4.72 Profile Concrete Tile Table 6: Attachment Resistance Expressed as a Moment - Mt (ft -lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment I Resistance Barrel High Profile Concrete Tile Pol dam Polypro AH 160Tm 1 77.87 1 Paddy placement of 37 grams of Polypro AH 160Tm for pan tile, 17.5 grams on each side for cap tiles. NOA No.: 12-0207.02 IMIAMI'�U1D� Expiration Date: 03/14/17 Approval Date: 05/31/12 Page 3 of 5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". LRT LAMOTI BARREL CONCRETE TILE LABEL (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 12- 0207.02 Expiration Date: 03/14/17 Approval Date: 05/31/12 Page 4 of 5 �APPROVED� III PROFILE DRAWINGS LAMOTI ROOF TILE "BARREL CONCRETE TILE" END OF THIS ACCEPTANCE NOA No.: 12- 0207.02 Expiration Date: 03/14/17 Approval Date: 05/31/12 Page 5 of 5 0 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 con5ng e owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of 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 th ag ant between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be ren ' in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to ng the existing roof system). 3. 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 l'ed— uld 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 ftom 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 ap 5. �IV'Pondlng water: The current roof system and /or deck of the building may not drain well and may ca 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 on ' ofing 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 ove oaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordame,,with the requirements of Sections R4402, R4403 and R4413. 7. Intilation: Most roof structures should have some ability to vent natural airflow through the inten the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can resul ' extending the service life of the 11Z 10�11� of. Own r g ignature date Contractor Sign ure l5ate Revised on 7/9/2009 LD