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RF-14-1098Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 213236 Permit Number: RF -5 -14 -1098 Scheduled Inspection Date: July 01, 2014 Inspector: Rodriguez, Jorge Owner: EAST CONDOMINIUM INC, SHORES DI A7A Job Address: 735 NE 91 Street BLDG E Miami Shares, FL 33138 -0000 Project <NONE> Contractor: QUINTERO GENERAL CONSTRUCTION Permit Type: Roof Inspection Type: Final Roof Work Classification: Repair Roof Phone Number Parcel Number 113206044001 Phone: (786)487 -5738 Building Department Comments TILE ROOF REPAIR LEAK Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments June 30, 2014 For Inspections please call: (305)762 -4949 Page 5 of 22 CIVIL ENGINEER Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175 -1174 Tel : 305- 823 -8008 / 305 - 397-6414 Fax 305- 823 -3300 / 305 - 884 -8834 Website: www.reilehengineering.com June 30, 2014 Quintero General Contractors Miami, Flori Project: ROOF TILE UPLIFT TEST REPORT Building E 735 Northeast 91 Street Miami, Florida Information provided by client: Permit Number: Not Provided Date Completion: June 25, 2014 Roofing Contractor: Quintero General Contractors Project Number: 14 -0556 (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 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 ofhe 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 Barrel 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 ' ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter d comer areas were physically examined. A minimum of one (1) test per every two (2) squares in a 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 h :ve any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation • Sonny Salleh, P.E.49014 roject Manager TILE UPLIFT TES' Building E 735 Northeast 91 Street Miami, Florida Reileh Engineering Corporation — Project Number -14 -0556 — Page 2 of 3 Report of TILE UPLIFT TEST for Building E 735 Northeast 91 Street Miami, Florida Project Number: 14 -0556 n 01ibe>c� c�xl�r�4 i}lM di o� oa• e, ..� i r u, ji fli ils: 1! f 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass Test 1 -5 Field — Repaired Area Reileh Engineering Corporation — Project Number -14 -0556 — Page 3 of 3 /tirJ/ 4/ AAA. T 5f 11LI remit!? a 0 5F FILL P = 5 CORZM - 0 5F remmerek - O NO, 115f LOCA110N COKNer2 - O IVIMM 19151ANCe, a a 3' PH nc CAP - 0 CC I2 AMA - 3'X 3' O 121t2GE CAP T51' LOCATION 13 MNOsS f31 OK N 111.e L t2 NOTE51,00% 111.E 14 -O5 6 APROX, 1200111;51' LOCA11ON5 ANI2 t7INIMN5ION5 Miami Shores Village mAy S e 2014 Building Department 10050 N.E.2nd Avenue, Miami Sims, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 namenows PHONE NUMBER: (305) 762.4949 BUILDINo PERMIT APPLICATION FBC 200) Permit No. Mader PerMit State- Certification or Resistradon #: C-CC, 4A/3P. consworit‘sie '381(e, 9P-543 AMA Address: DESIGNift *kited/Engineer: -0 Value of Work for tide Permit: $ cP--03 0° Square/Linear-Footage of Work: Toed Work DM' ion °Alteration *: °New XRepair/Replace Deserilition of Wort !•:*******4411*******. soosse***************Feesoutenisso;io*********************************** Subudttal Fee $ Permft Fee $ *AWN Fee $ • - -Radon Fee $ Notary $ 71raininenucation Fee $ Double Fee $ Structural Review $ CCF 'IMPR $ Technology Fee $ ••••■...f..41.1•1016A0141.1... COICC $. Bond TOTAL FEE NOW DUE I 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNA ,S, SOARS, 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 COI4IlVIENCEMENT 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 recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the molding permit is issued. In the absence of such posted notice. the inspection will not be approved and a reinspection fee will ' ed. Signature or Agent / Contractor The foregoing ' . was acknowledged before me this D The foregoing instrument was acknowledged before ttte this day of A try , 20 124_, by 'C bet%r. 64ivML r'r , day of /rn , 2O byeppiry4f igittr w h o h a s p r o d i c e d who is personally known to armor who haepr As identification and who did take an oath. as o ---� -- identification and who did take an NOTARY MILT: NOTARY PUBLIC: Sign: 25c,b2 My Commission Sign: * * ***** ******* * # # *** APPROVED BY t p , Structural Review (Revised 3/12/20I2)(Revised 07n 0/07)(Revised 0611012009)(Revised 3/13109) Notary Public State of Florida Joanna M Feliciano My Commission FF 082753 *g i/W?i li t**it * ********** %de Sdairee Raga Sur eoadomeldwat ,4ddoc atio z, Toe. 745 North East 91st Street ° Miami Shores, FL 33138 305 - 759 - 9069 / FAX 305 - 759 -2101 E-MAIL: spe 123 @attnet May 22, 2014 Miami $hores Village Building Dept. 10050 NE 2nd Avenue Miami $hores, FL 33138 Dear Sid / Madam: This lever will serve as your confirmation that "Quintero General Contractor Corp." has been contracted by the Board of Directors of the Shores Plaza East Condominium Association to perform roof repairs at building 735 NE 91g Street, Miami Shores, Fla. .81 dj e' Should you have any questions regarding the enclosed, please feel free to contact the condominium office. Sincere) ours ?14 yy hgjt Rs ert Gonzalez President cc: file e• JEFF ATVVATER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICA OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * CONSTRUCTION IND STRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. CHIEF FINANCIAL OFFICER 01 -24 -2014 EFFECTIVE DATE: 01/24/2014 EXPIRATION DATE: 01/24/2016 PERSON: QUINTERO BERNARDO FEIN: 261569856 BUSINESS NAME ND ADDRESS: QUINTERO GENERAL CONTRACTOR CORP 8801 NW 112TH TERR. HIALEAH GARDENS FL 33018 SCOPES OF BUSINESS OR TRADE: 1- LICENSED ROOFI CONTRACTOR 3- LICENSED GENE CONTRACTOR 2- LICENSED PLUMBING CONTRACTOR * IMPORTANT: Pursuant to Chapter section may eat recover benefits scope of the business or trade I election to be exempt shall be $ certificate no longer meets the ri named on the certificate to meet 440 . 05114), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the coed oa the notice of election to be exempt. Pursuant to Chapter 440.06113), F.S., Notices of election to be exempt and certificates of object to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or Iquirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person the requirements of this section. DWC -252 CERTIFICATE OF ELECt ION TO BE EXEMPT REVISED 01 -11 QUESTIONS? (850) 413 -1609 PLE SE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL S CES DIVISION OF WORKERS' COM TION CONSTRUCTION INDUST Y CERTIFICATE OF ELECTION TO E EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 01/24/2014 EXPIRATION DATE: PERSON BERNARDO Q1.INTERO FEIN 261569856 BUSINESS NAME AND AD3RESS: QUINTERO GENERAL CONTRACTOR ORP 8801 NW 112TH TERR. HIALEAH GARDENS, FL 33018 01/24/2016 SCOPE OF BUSINESS OR TRADE 1- LICENSED ROOFING CONTRACTOR 2- LICENSED PLUMBING CONTRACTOR 3- LICENSED GENERAL CONTRACTOR OPursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(121, F.S., Certificates of election to be H exempt.. apply only within the scope of the business or trade listed on Rthe notice of election to be exempt. E Pursuant to Chapter 440.05(13). F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. IMPORTANT QUESTIONS? (850) 413 -1609 CUT HERE * C rry bottom portion on the job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 • • • • r21 ■k-A — °gig Mph 29 2014 CHURRICANE ZONES Florida Building Code Edidon 2010 IT V Hurricane Zone Uniform Perms Form. Section A General Information Master Permit No. Contractor's Name g Job Address A% E 9/ sr ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened The ❑ Asphaltic ❑ Metal Panel/Shingles Moir /adheshre Set Tile Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive SUR -RAS 150 ROOF TYPE Process No. ❑ New Roof ❑ Reroofing El Recovering 'it Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) sP Sketch Roof Plan: Illustrate sa Cieyeis B and sections, roof � scuppers and overflow drains. Include dimensions of ectonsP scuppers, levels, clew identify dimensions of elevated pressure zones and location of Y 4 2010 FLORIDA BUIL NO CODE -- RESIDENTIAL i i ti a O U IUGH- VELOCITY HURRICAI ZONES Florida Building Code Edition 2010 Hit Velocity Hurricane Zone Uniform Pemdt Form. Section D (Steep Sloped Roof System) Roof System Manufacturer &Jo lcitv- Prcluat Approval Number: Ir.:9 -0 a.0-7-, imum Design Wind Pressures, ssun3s, df Applicable (From MS 127 or Calculations): P1: -' Maximum Design Pressure Product Approval Specific System: 3'9', Method of tile attachment Roof Slope: 3 :12 Steep Sloped Roof System Description Deck Type: \type Underla nsulatlon: Fire Ba Ridge Ventilation? Fastener Type & Spacing: dhesiye Type: Mean Roof Height: 2 D it-7- 62 n 2010 FLORIDA EIJILDING CODE — REStnp'nal oof Covering: Type & Size Drip dge: Hitt= Aa OA HuRmcAllte ZONES 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 Mr. 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. Methi4 1 "Moment Based Tile Calculations Per RAS 127' (Pt. ■ )'2 ex ill a2, c (Ps -"��/�m �a A. �a�� = +i��+�� - � �M`� .5.43 Product Product Approia111�. r^' f�-?. p�°� 0,3°' �V°�xA tr �r7 r G?m - _Sego= �� Product Approved bff 7069 I J l M, 5• pS4' .1%41 Product Approval Mt 3:746) Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M.) From Table Below product Approval Ar "9 *Must be used In conjunction with a list of moment based tile 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 cact area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (PI : x l: = x �v: _) _ W: x cos 6:: = (P2 :xL• _ w: =J -A+: - x.cos = F,2: - (P3 : x 1- = x w: == ) - W: x cos * = Fa: .or tuYMUU na mamma 1,385181211188r Mean Roof Height - of ops ► 15' 20' 26' 3W 46' 212 34.4 56 6 Roof Slope a Job Site 38.2 39.1 42.2 3.12 32.2 34.4 38.0 37.4 39.8 4. 30 32.2 33.8 F' 77,-, . , 35, 37.3 5:12 28.4 30.1 31.0 32.8 34.9 . 6:12 26.4 28.0 20.4 30.5 3Z4 7. 2 24.4 27.1 28.2 .0 *Must be used In conjunction with a list of moment based tile 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 cact area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (PI : x l: = x �v: _) _ W: x cos 6:: = (P2 :xL• _ w: =J -A+: - x.cos = F,2: - (P3 : x 1- = x w: == ) - W: x cos * = Fa: Where to Obtain Information Description Symbol Whereto find Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineming analysis prepared by PE based on ASCE 11 Job Site Roof Slope a Job Site Aerodynamic Multiplier b • ProduetAppnwal Restoring Moment due tGravity Id, PtotuatAwtovel Rest ice . Mr P Approval .A 41 Moment Resistance tut, Calculated , „ ,,,,, Attachment Resistance F' 77,-, . , R Uplift Resistance F. Cet+wl5edy Average ile Weight W PPodoaApptovat Tile Dim l@ length mo. width Psalms Approval All calculations must be submitted to the Building Official he the damormvmit annlfratinn. 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 reqttired 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 contra•, ', _ owner's initial in the designated space indicates that the item has been explained. 1. 617, Aesthetics-Workmanship: the workmanship provisions of Section R4402 p p p 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 the ,' -tjment between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renal ed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to going the existing roof system). I ►' Common roofs: Common roofs are those which have no visible delineation between neighboring -., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or i r s ould notify the occupants of adjacent units of roofing to be performed. 4.1 Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be view: d from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetra ion of the underside of the decking may not be acceptable. This provides the option of maintaining the ap ce. 5. Ponding water: The current roof system and /or deck of the building may not drain well and may ca w ter 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 expectathcy and performance of the new roofing system. Pounding conditions may not be evident until the o I roofing system is removed. Pounding conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not o ""faded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflo scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in ac ce with the requirements of Sections R4402, R4403 and R4413. 7. VI► Ventilation: Most roof structures should have some ability to vent natural airflow through the i or Of 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 result in extending the service life of the roof. gent's 11I "fr 901i natur Date Contractor,: gnature Date Revised on 7/6/2009 LD DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Florida 33175 -2474 T (786)31 2590 F (786) 315 -2599 www.m amidade.gov/economv 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 contra on materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product C ntrol Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction ( ). 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 o have this product or material tested for quality assurance purposes. If this product or material fails to perform in the a manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, of such product or material within their jurisdiction. RER reserves the right to revoke this determined by Miami -Dade County Product Control Section that this product or material fails to mi of the applicable building code. This product is approved as described herein, and has been designed to comply with the Flo including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 31VITM 2- Component Foam Roof Tile Adhesive AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, 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 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 revisi materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsemen sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply this NOA shall be cause for termination and removal of NOA. cepted manner, the or suspend the use acceptance, if it is t the requirements ida Building Code state and following has been no change on or change in the t of any product, for with any section of ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 12 -0228.18 and consists of pages 1 through 11. The submitted documentation was reviewed by Juan E. Collao, R.A. jaam-P NOA No.: 13- 0502.02 Exp frafon Date: 05/10/17 Ap royal Date: 12/12/13 Pagel of 11 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 C pang as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure req ' ements, as determined by applicable building code, does not exceed the design pressure values obtained by cal ulations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high retie 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 Specifications TAS 101 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 ProPack® 30 & 100 N/A N/A N/A Product Descrrntion Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA wWch list moment resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesiv . MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F. 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Center for Applied Engineering #94-060 257818 -1PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 Miles Laboratories NB -589 -631 Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly fs + fire rating. Test Name/Report TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 9637 -92 ASTM E 108 01- 6743 -011 ASTM E 108 01- 6739- 062b[1] ASTM E 84 7050.02.96 -1 TAS 114 P36700.04.12 ASTM D 1623 P39740.02.12 TAS 101 TAS 123 528454 -2 -1 TAS 101 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 Malt 04/08/94 12/16/96 10/25/95 11 /02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 04/18/12 02/21/12 10/23/98 12/28/98 TAS 101 03/02/99 2. All approved products listed herein shall be labeled and shall bear the imprint or identifiable manufacturer's name or logo and following statement: "Miami -Dade County Product Control Miami -Dade County Product Control Seal as shown below. MIAMFDADE COUNTY APPROVED g of the Approved" or the 3. 3M " 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & nigh tile profiles. 4. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 5. Roof Tile manufactures acquiring acceptance for the use of 3M"` 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 6. All products listed herein shall have a quality assurance audit in accordance with the Florid Building Code and Rule 9N -3 of the Florida Administrative Code. NOA No.: 13-0502.02 ExOration Date: 05/10/17 Aliproval Date: 12/12/13 Page 3 of 11 INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall provi a sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resi ce determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesiv 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 MI- 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 RTF1000 dispensing equipment is required before aplicaon of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained betty 1.0 -1.15 (A): 1.0 03). 6. 3MTM 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 sinlight. S. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after I3MTM 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. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Area Minimum Paddy Gram Weight Eave Course - Flat, Low, High Profiles All Eave Course 17 -23 sq. inches 45-65 Flat, Low, High Profiles #1 17 -23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12 -14 sq. inches 30 High Profile #2 17 -19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at head of tile 9 -11 sq. inches at overlap 12 grams per paddy Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead 17 grams per bead Two Piece Barrel (Pan Tile) Two Piece 65 -70 sq. inches 34 grams under pan LABELING: All 3M" 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 in$tallation of this system. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12 /12/13 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment p sitioned as shown, under the strengthening rib clo t to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) s uare inch adhesive contact with the underside of th tile. Medium Profile / Double Pan Tilie 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the the closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) uare inch adhesive contact with the underside of e tile. High Profile / Single Pan Tile 1. Starting at the eave course, app y a minimum 2" (50.8 mm) x 10" (254 mm) x 1 ' (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) s uare inch adhesive contact with the underside of the tile. NOA No.: 13-0502.02 Exp tion Date: 05 /10/17 A proval Date: 12/12/13 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Flat/Low Profile Tile 1. Starting at the eave course, apply al minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 d ) foam paddy onto the underlayment positioned under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25 4 mm) foam paddy onto the underlayment positioned as shown) under the strengthening rib closest to the ovrlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) -12 (77.4 cm) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25 4 ) foam paddy onto the underlayment positioned shown under the pan portion of the tile closest to th overlock of the tile being set. Insure approximate' 17 (109.7 cm) — 23 (148.4 cm) square inch adhesivye contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) am paddy onto the underlayment positioned as sho under the pan portion of the tile closest to the ov lock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) -14 (90.3 cm) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) OA No.: 13- 0502.02 Expf ration Date: 05 /10/17 Approval Date: 12/12/13 Page 7of11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) High Profile / Single Pan Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 ) foam paddy onto the underlayment positioned shown under the pan portion of the tile closest to th overlook of the tile being set. Insure approximatel 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesi e contact with the underside of the tile. 2. At the second course, apply a um 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) f am paddy onto the underlayment positioned as shown under the pan portion of the tile closest to "the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) -19 (122.6 cm2) square inch adhesive contact with the underside of the tile. p�TOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Ream Profile Tile Medium Pro MaTita 1. On the eave course only, apply mm) x 10" (254 mm) x 1" (25 4 onto the underlayment positions the strengthening rib for flat tile portion of the tile for low or higl to the overlock of the tile being approximately 4" (101 6 mm) u� edge free of foam to prevent the minimum 2" (50.8 mm) foam paddy d as shown, under or under the pan profile tile closest et. Leave from the eave expanded adhesive from blocking the weep holes. Insure approximately 17-23 in2 (109.148.4 cm2) of adhesive contact with the and ide of the tile 2. Apply a4" (101.6mm)x4" (1 1.6 mm) x 1" (25.4 mm) foam paddy onto the unde layment just below the second course line position foam paddy under the strengthening rib for at tile, or under the pan portion of the tile, closest tO the underlock for the second course tile to be • ed. Insure approximately 8 -9 in2 (51.6 -58. cm2) of adhesive contact with the underside of th tile. (Instructions continued on next page) Exp An KOA No.: 13-0502.02 ration Date: 05/10/17 proval Date: 12/12/13 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) High Protllalla 3. Also apply a 2" (50.8 mm) x4 "k 101 6 mm) x3 " (19 mm) paddy on top of the eaVe course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan Portion of the tile, closest to the underlock of the Orst course of tile. Install second course of tile. Ins approximately 9 (58.1 cm2) -11 (71cm2) sq inch adhesive contact with the underside of th tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. iNOA No.: 13-0502.02 Exp f ation Date: 05/10/17 Approval Date: 12/12/13 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive toachieve 65 to 70 sq.In. In contact with the pan tile. 2) Turn covers upside down. Place adhesive In to 1 in. from outside edge of covertie. Then install the tile. Ensure 20 to 25 sq. In. contact area. Underlayment Steep pitch applications (when requhed) Eave dosure (motet shown) Weephole Fasda Board Sheathing Optional point -up Mortar on longitudinal edges Odle Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover flies are flush at eave line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) ''.File 1. Starting at the eave course, app y a minimum 2" (50.8 mm) x 10" (254 mm) x 1' (25 4 mm) foam paddy onto the underlayment sitioned as shown under two adjacent pan tiles. S pport eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner brie g two pan courses up toward the ridge. Insure app oximately 65 (419.4 cm2) — 70 (451.6 cm2) s uare inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly cM the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) om the outside edge of the tile, inward, free of oam to allow for expansion. 4. Tum cover tile over after foam is applied and place onto pan tile course. Insure a m cm2) - 25 (161.3 cm2) square in each side of the cover tile to the in same manner. Trim away an adhesive. Pointing of Toni the cover tiles are considered of nimum of 20 (129 ;h contact area on pan tile. Continue cured exposed itudinal edges of tional. 5. When additional nailing is required, 2" (50 8 mm) x 4" (101.6 mm) nailers or the ie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12 /12/13 Page 11 of 11 CONTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lamoti Roof Tile, Inc. 1390 NW 29 Street Miami, FL. 33142 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -25'90 F (786) 315 -2599 wl%w.miamidade.sov /pera 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 Jurisdictio (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Produ t 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 perfo 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 Budding 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 o change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsem t of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to cow ly 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, d 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. 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 roofing system using Lamoti Barrel High Profile Concrete Tile, as manuf ed by Lamoti Roof Tile, described in Section 2 of this Notice of Acceptance, designed to comply with the F1 'da 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 Applicant Dimensions Specifications Product Descriptio Barrel Concrete Tile Length : 18" TAS 112 High profile, two piece, concree roof tile. For Width : 8 3/4" direct deck, adhesive set appli c�J lions only. Thickness : %Z" Trim Pieces 1= varies w =varies varying thickness 2. 1 PRODUCT DESCRIPTION 1. Miami, FL. TAS 112 Accessory trim, concrete roof p'eces for use at hips, rakes, ridges and valley t s i ' ' . lions. Manufactured for each tile pro e. 2.2 SUBMITTED EVIDENCE: Test A.aencv Test Identifier Test Name/Report IBA Consultants, Inc. 2358 -54 TAS -10l American Test Labs of South RT0511.02 -12 TAS -112 Florida Date 05/08/07 05/16/12 NOA No.: 12-0207.02 Expiration Date: 03/14/17 Approval Date: 05/31/12 Page 2 of 5 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be perform 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 roo 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 sti}ict compliance with Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Tile Profile Weight W (Ibf) Length -I (ft) 1 (ft3) Width -w (ft) Barrel High Profile Concrete Tile 8.1 1.50 Barrel High Profile Concrete Tile 0.73 Table 2: Aerodynamic Multipliers - A, (fts) Tile Profile Tile x (fts) 4 ":12" 1 (ft3) Profile Batten Application Direct Deck Application Barrel High Profile Concrete Tile N/A Direct Deck 0.23 Table 3: Restoring Moments due to Gravity - Me (ft-ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" Greater than T':12" Barrel High Profile Concrete Tile Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck 5.66 5.56 5.43 5.25 5.01 4.72 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barrel High Profile Concrete Tile Polyfoam Polypro AH 160T"" 77.87' 1 Padd • lacement of 37 • rams of Po i • ro AH 160TA° for • an tile 17.5 • rams on each side for «_ • tiles. NOA No.: 12-0207.02 Exp!ration 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 Below), or following statement: "Miami -Dade County Product Control Approved ". LRT LAMOTI BARREL CONCRETE TILE LABEL (LOCATED ON UNDERSIDE OF TILE) r logo (See Detail 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 Exp ration Date: 03/14/17 Ap royal Date: 05/31/12 Page 4 of 5 T' 2.. 18" gsEG,� LOCKS 8.75" PROFILE DRAWINGS 8.75" 1 1 I I 1 0 1 1 I 1 1 1 1 1 1 1 1 1 18" LAMOTI ROOF TILE "BARREL CONCRETE TILE" END OF THIS ACCEPTANCE tll $OA No.: 12-0207.02 Expiation Date: 03/14/17 Ap royal Date: 05/31/12 Page 5 of 5