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RF-14-2193Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-222320 Permit Number: RF -10-14-2193 Scheduled Inspection Date: October 27, 2014 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: EAST CONDOMINIUM INC, SHORES Work Classification: Repair Roof DI A -1A Job Address: 736 NE 92 Street BLDG K Miami Shores, FL 33138-0000 Project: <NONE> Contractor: QUINTERO GENERAL CONSTRUCTION tiunama ueaartment comments LEAK REPAIR Passed im Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Phone Number Parcel Number 113206044001 Phone: (786)487-5738 INSPECTOR COMMENTS False Inspector Comments CREATED AS REINSPECTION FOR INSP-221091. Raining October 24, 2014 For Inspections please call: (305)762-4949 Page 18 of 20 CIVI L Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175-1174 Tel: 305-823-8008 / 305-397-6414 ENGINEER Fax: 305-823-3300/305-884-8834 Website: www.reilehengineering.com October 23, 2014 Quintero General Contractor Miami, Florida Project: ROOF TILE UPLIFT TEST REPORT Building K 736 Northeast 92 Street Miami Shores, Florida Information provided by client: Permit Number: Not Provided Date Completion: October 20, 2014 Roofing Contractor: Quintero General Contractor Project Number: 14-0954 (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 In' nrtar 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 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 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 (l) 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. Based' do our;test results, we coricluce that the ristallation:of the ioof file at the abtz�:e referenced project meets the test requirement outlined in -the above-mentioned protocols Attacl2ed please firici a -copy of our test report for your review::; 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 Whamad. Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Building K 736 Northeast 92 Street Miami Shores, Florida Reileh Engineering Corporation — Project Number - 14-0954 — Page 2 of 3 Report of TILE UPLIFT TEST for Building K 736 Northeast 92 Street Miami Shores, Florida Project Number: 14-0954 Test 1-2 Perimeter, 3-6 Field Reileh Engineering Corporation — Project Number - 14-0954 — Page 3 of 3 TE5f IU PePIWfek a 20 5F 0 P117a CAP TP5T LOCAWN FU17 = 4 COUP - 0 5P M JMMR a 2 NO. Te5f LOCATION 13 MNOT5 LVOKeN TILS COUP 0 0 MkIMMR 1715TANa, a - 5' L MNOT5 L005� TU Pl%f, CAP o 0 COUP ABA a 3'X 3' APPI?OX, ROOF TE5T LOCA11ON5 AW 121WN51ON5 14-0954 Miami Shores Village Building Department 10050 NX'hW Avenue • WMW Shoes. Florida 33138 Tel: (305) 795MN Fax: (305) 756.8972 M"RCnOWS PHONE NUMBER: (.VM 76IA949 BUILDING PERMIT APPLICATION Permit Jape: BUILDING JOB ADDIRM: NdcSTreET f�/� OCT 0 7 9n14 FBC 20 L�--5 Permit No. Mosler Permit No. ROOFING City: — �e.�; s FoliaJPa�+ae19: --- Comty: h the Buffi = RMOricalty Designated: yes NO — . N ood Zotm; — OWNER: Name ft Simple 11dehol51, WN, � ST� �l�►Gt D Address• NE q l Sr ��et✓i •�I o ►:. I M; orfs staw. Taumt2essee N ,. Email: N�K l - lJ'' e -A tT = t4zT Phoma#; CONTRACTOR: Company Name: ee,,J a atr. Qne> ttt Name: A-t,b cninff State Cadfi=Won or Registration M: * f' 9 199P- Contact ; � j of d: Address: �� b�`'Ar�bitectBr►b►iAeet: � ', Phoma#; b� Vabse of Work for this Permit; S_ P,3 5 0, 7hm of Work ammon Sgoarrli inea ireetw of Work: � OAltaation +Plaoeinmfition DeseHptbn of Wotk: DNew 9 . •+mss«��,s««�*�,*a,w*+w���,sir!*s�,�,*+rr,+r�,�s*s,i�,tw*t,asst*�sseek�r<�n�e*+et�*sta+tsta�� Snbmii W Fee S c pmt Fee $ CCF 8 Sig Fee Radon Fee$ co/cc!6 bBPR S ' �n Nom S Thdnb 94fteatlon Fee $ _ _,__ Technology Fee $ D�ble Fee st vdwW Review $,__� TOTAL FEE NOW DUE S Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City zip State 24) Application is hereby made to obtain a permit to do the work and installations as indicate. I ea* 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, WEId.5, POOLS, FURNACl3St80JlJMS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I cer* that all the foregoing infaama60n is accurate and that all work will be done in compliance with all . applicable laws regulating construction and zoning. "VVARMNG TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOV IN� 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 $2500, the appj6w must Promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered ro the person whose property is subject to attachment. Also, a cen#kd copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days ajtrer the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. l�nu/mentOvvtm� or Agent The fore ing ' u�was acknowledged before me this i,2� day of 20&by I I V/b ER ho isim—aary ari—ito—Evar who has produced__, As identification and who did take an oath. NOTARYPUBLIC: Sigu . Print: Sigrlatane . Contractor The fon ` g instrument was aclmowledged befO e me this day of C 20,by f' i or who hae=producoti as identification and wlib did take an of& NOTARY PUBLIC: Sign. Print. IVly r4mmiadon pv�' icy sty of Florid. MY • 06Wr M Zaragoza ��orn/ ExpkettmtssionEE1520�6 2!08/2015 APPROVED BY Plans , w_ Structural Review (Revised 3/1=012)(Wsed 07/10/07)(RevbW O&goaM)(Revhed 3ngn) XPAtUh F ublic State of Florida Joanna M Feliciano My Commission FF 082753 Expires 01/12/2018 7A*g Clerk local Busi ness Tax fbcei pt Miami -Dade County, State of Florida -THIS ISNOT ABIU IW NOT PAY 7165547 BUSINESS NAM EILOCATION RECEIPT NO. EXPIRES QUINTERO GENERAL RENEWAL SEPTEMBER 30, 2015 CONTRACTOR CORP 7443936 Must be displayed at place of busing 8801 NW 112 TERR Pursuant to County Code HIALEAH. GARDENS, FL 33018 Chapter 8A - Art: 9 & 10 OWNER SEC. TYPE OF BUSINESS PAYM ENT RECEIVED QUINTERO GENERAL CONTRACTOR 196 PLUMBING " BY TAX COLLECTOR CORP CONTRACTOR 48.00 09118/2014 C.)r) RFRNARnn ()I IINTFRn PRFR Workers) CFC1428973 022$-14-006911 1 ihstoca&idnessTaxReceiptordyoan"m up4mortdtheLocal Busd TbX7t*Awdptistrotaifcoffft, permit, cracard"cedon dthaholder'squalilceflonstodD bus!' IsHolder tttstewplywithany9MnalwW orraVovwmwW noistaryieNsardrecpdn mmtswtdchaoytothetrsinew 7taI621171"N0 abmenW bedisplayedw ail car niardai vehicles-swami-t?aaacoae ft 80-M MIAM Forim iftrastion.%isitWWWTllwddadB.gMftml§= STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTInu immmTsv 1 11%=K1QlAtf3 Qnwen CFC1428973 rhe PLUMBING CONTRACTOR Ivamea DeIOW 15 CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 QUINTERO, BERNARDO QUINTERO GENERAL CONTRACTOR CORP. 8801 NW 112TH TERRACE HIALEAH GARDENS FL 33018 ISSUED: 06/16/2014 DISPLAYAS REQUIRED BY LAW SEQ# L1406160000889 Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT A BILL - 00 NOT PAY 7006117 B-T-1 BUSINESS NANtOtLOCATION RECEIPT NO. EXPIRES QUINTERO GENERAL. RENEWAL SEPTEMBER 3Q, 2015 CONTRACTOR CORP 7261520 Must be tTl$playod st place of business 8801 NW 112 TERR Pursuant to County code ' HIALEAH GARDENS, FL 33018 chapter SA - Art. s & 10 OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED QUINTERO GENERAL. CONTRACTOR 196 SPECIALTY BUILDING BY TAX COLLECTOR CORP CONTRACTOR 45.00 09115/2014 Worker(s) 1 CCC132M2 0226-14-006911 This Local Bashmas Tax Reaeiptonly confirms payment altba Lacat BashlmsTaiuThe Receipt is net a BOOM, pemrit, or a gagdncagen of the helder s gaalftatiarMto do business. Hnidar mustCxmpiy with any "mammal mal or aongovemmelrial regulatory laves and re*&emtft which apply to business. The RECEIPT N0. alrove must be displayed on aR commercial vehicles- miemi-Dade Code Sec sa 2'i6. iIArt fvrmareinfonnatiomvisitwrvuw ' STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CCC1329992 rhe ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 QUINTERO, BERNARDO QUINTERO GENERAL CONTRACTOR CORP 8801 NW 112TH TERRACE HIALEAH GARDENS FL 33018 ISSUED: 06/16/2014 DISPLAY AS REQUIRED BY LAW SEQ # L1406160000848 Local BLI§ ness Tax %cei pt Mjam i-DadeCounty, State of Florida -THIS IS NOT A BILL - DO NOT PAY 11 I;T 6234546 RECEIPT NO EXPIRES BUSINESS NAM E/LOCATION QUINTERO GENERAL RENEWAL SEPTEMBER 30, 2015 CONTRACTOR CORP 6499123 Must be displayed at piaceof business 8801 NW 112 TERR pursuant to County Code HIALEAH GARDENS, FL 33018 Chapter $A - Art. 9 & 10 SEC. TYPE OF BUSINESS PAYMENT RECEIVED OWNERBY QUINTERO GENERAL CONTRACTOR 196 CGFNERAL ONTRACTOR WG CORP 45.00 X COLLECTOR 09/15/2014 Worker(s) 1 CGC1515292 0226-14-006911 ltdstocalBt1irmTaxRWdFd0dYc0n"nT6P dthaLmd&air9T=L'ns31=Pti� algal pemit.oraeerli-caliondtheholdeesquad^catla�.todobusirass.Fddff matconoy ornoIxi err"a"regde.I.NSWWreofe=MWtiChgoytotlebusirso ,he FBHPrhaabowFrugberispigWon all cwmwddVehicles -MINd-OXII)0 de SW as-TJB. %r more lrtarnall 'AdtWWVtri Mow STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CGCT515292 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 QUINTERO, BERNARDO QUINTERO GENERAL CONTRACTOR CORP 8801 NW 112TH TERRACE HIALEAH GARDENS FL 33018 ISSUED. 06/16/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1406160001027 745 North East 91st Street Miami Shores, FL 33138 305-759-9069 / FAX 305-759-2101 E-MAIL speI23@att.net September 19, 2014 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 by the Board of Directors of the Shores Plaza East Condominium Association to perform roof repairs at (rear) of building 736 NE 92" Street, Miami Shores, Fla /buw 14i N�''►{'' Should you have any questions regarding the enclosed, please feel free to contact the condominium office. Sincerely yours, R ert Gonzalez President cc: file � mm 41 MiamishoresVillage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner _ workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if. 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore. you may be personally liable for the worker compensation iniuries of any person allowed to work under this permit Please check with your insurance carver since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner �0N?�15'-� Print Name: � Signature: State of Florida ) County of Miami -Dade) Sworn to and su crnbed before me this D 7 day of O , 20. By IZ0 4j,ed (SEAL) MARIJAJR VEL® Type of Iden rodt6efsion # _ Contractor Print Name: 4-/t-�Cs/j Signature; State of Florida CC- d County of Miami -Dade) Sworn to and subscribed before ms. 1&. an C) dayof� ,20�.m C/! By l� r A�'� Florida Building Code Edition 2 High -Velocity Hurricane Zone Uniform Permit Applica Section A (General Informatio Master Permit No. Proces VAI"- q Miami Shores Village APPROVED BY DATE 04 aRfM DEPT i DG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL RUCES AM REGULATIONS Contractor's Name Job Address AJ ROOF CATEGORY 13Low Slope ❑ Mechanically Fastened Tile )(Mortar/Adhesiv 13Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Sha Shingles fiftif ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof Low Slope Roof Area (SF) ❑ Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Repair ❑ Maintenance Steep Sloped Roof Area (SF) /�� Total (SF) / S Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clgarly identify dimensions of elevated pressure zones and location of Daracets. -.#?b I ( . - 15.32 0000.. .. 0000.. 0000.. 0000. .. 0000.. 0000.0 .0000. a- 3 FLORIDA BUILDING CODE -- BUILDING HIMi-VELOCrrY HURFOCANE ZONES Florida Building Code Edition 2010 Rah AL=& Hunimm Zone Uniform Pam* AppkWpn Fom. Section Q (SteeD Slowed ftof System) ._ Roof System Manufacturer: Product Approval Number Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): • Pl.-, P2: — k Y- P& Maximum Design Pressure Product Approval Specific System: Method of file attachment IV Steep Sloped Roof System Description Deck Typ Roof Slope: 3 :12 Ridge Ventilation? ,iderlayni6rit: Barrier: Fastener Type & Spacing* -:N-) C' i -7i��2/1 Mean Roof Height: � - 21O FLORIDA 13UILMNO Cong -- pmnmmm 0000•• 0000 0000• • see:** 0 • OWWN owes• 4, 0 0000 0000 0000 0 0*0 I - 0 Cap Sheet.' Oiooe 'Roof Covering: Type & Size Drip dge: HIGH-VELOGRV HURRICANE ZONES Florida Building Code Edition 2010 Vebdhr Ht9 ricane Zone tltftm Paind Wcation Form Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compared tha values for K with the values from Mt If the K values are greater than or equal to the Mr values, for each area of the roof, then the file attachment method is acceptable. 4� Method 1 "Moment Based Tile Calculations Per RAS 127"' pig � ra�� = �v � Mi Mr. ProductApprnsmHAt,r��� R % = `? - mi c Mr Product ApproV8l M.r r -i (Pj XX �d = �7;- - Nib .,S° = Mrx# Product AWOW Mr �J� Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Beton Produd App=vd r& *Must be used in conjunction with a list of moment based We systems endorsed by the Bronard County Board of Rules 8nd Appeals. For Uplift based tt7e systems use Method 3. Compared the values for F' %ith the. • `slues for lF, If the F values are greater than or equal to the Fr valge.c, flet eae >: • • • • • area of the roof, then the tile, attachment method is acceptable.• • .. 0000 .GOOD. Method 3 "Uplift Based Tile Calculations Per RAS 1270, G Mr Required FAoment Resistance• (P2: _ x t: _ = s tr: = _} - W: *.cos I - = F12: Mean Roof Height Roof Slope i5' 2ir 26' 30' 40' 2.92 34.4 364 38.2 39.T 422 3:12 32.2 34.4 36.0 37.4 39.8 412 30.4 32.2 33.8 35.1 37.3 612 28.4 30.1 31.6 32.8 34.9 ' 6:12 26.4 28A 29.4 30.5 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 We systems endorsed by the Bronard County Board of Rules 8nd Appeals. For Uplift based tt7e systems use Method 3. Compared the values for F' %ith the. • `slues for lF, If the F values are greater than or equal to the Fr valge.c, flet eae >: • • • • • area of the roof, then the tile, attachment method is acceptable.• • .. 0000 .GOOD. Method 3 "Uplift Based Tile Calculations Per RAS 1270, G (P,: xl:_- s w:=�i-w:_xCos V.• = Frt: 0000 (P2: _ x t: _ = s tr: = _} - W: *.cos I - = F12: {Ps:_xl:_= x �e:=_�-W: xeos 8.•-= F,3= O.O..O RAS 127 Tabic 1 or by an cnpnetring:osis T4xuWby pE bmd on ASCE � 7 ..•• H= Roof He • . 0000 0.0000 . D •0.000 D . • 0000 �� 0000.. .0G1t GOOD. 000 F16='6 0:60 00 D.DD.D .GOOD. AA 0A Where to Obtains Information 000000 Description Symbol Where to find; • Design Pressuro P1 or P2 or P3 RAS 127 Tabic 1 or by an cnpnetring:osis T4xuWby pE bmd on ASCE � 7 ..•• H= Roof He it Job Site • Roof StW 9 Jab Site A is .lkr A p,pdM Rei Moment doe to Gravity Nit AVd8dAMWVd AltacMxmResistanee 41r I? Requacd A1omentResfistmm M, Calctiltsed Minimum Attachment Resistmrce F Ptotic Uplift RcSL% = F CBtailued AYCMF Tile Vdei W PMdUdAXMYVd Tile DiM =ians 1= lesmili >= wickh Pro&dAgp►oval AIH calculatims MM be submitted to the Wilding O}rwW at the time afyanth imliceftm AA 0A M1AMM_ 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) wmv.sniamidaae.Q°v��e6°a 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 9999.. in the applicable building code negatively affecting the performance of this product. � • • 6000 0 • .. 9999 TERMINATION of this NOA will occur after the expiration date or if there has been a reNi tori Sr change'n the 0 0.0 • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endon0,e01llent of ally ploduct, for • •; sales, advertising or any other purposes shall automatically terminate this NOA. Failure to Wj4plywith d43i SgCtion off.... this NOA shall be cause for termination and removal of NOA. 99990. ... 0 . 99990 .. .. 66 9690.6 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Fleridey and followed by the •, expiration date may be displayed in advertising literature. If any portion of the NOA is displayed; then h a= be MAL? 0 ' in its entirety. :.9.9: 90 6 9006 . 6 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. APPROVED 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 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 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 NIA 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. NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 MANUFACTURING LOCATION: • • • • • • 0000.. 6 • . 6 6 . • • 1. Tomball TX. '0000 0000.. 0000:. PHYSICAL PROPERTIES: . 060.00 •00. 0 0000 :see*: • 6000. 0000 0000. Pro Test Resu •. .::so. ..: •.' Density ASTM D 1622 1.6 lbs./ft. 06 • Compressive Strength ASTM D 1621 18 PSI Parallel to rise :":': • 6 12 PSI Perpendicular to rise 6 0 • • • 0 • • : Tensile Strength ASTM D 1623 28 PSI Parallel to rise 0 . 0000.. 6 Water Absorption ASTM D 2127 6 0.08 Lbs • 6 0000 6 -/Fe Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -400 F., 2 weeks +6.0% Volume Change @158T., 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 Aaency Test Identifier Test Name/Reuort 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 11/02/95 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[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 :996.6 • • 9 •9999• LIMITATIONS: ' • •: : • 9 6 • Y • • 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assealj �or fire rUi g. ...... 2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low,•& high.tiltTryfiles • 3. Minimum underlayment shall be in compliance with the Roofing Application Standar: AA 120. , ,, * * . '0*** • 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2 -Component Foalt RcK Tile Adhegive AH' 9 9 •: 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 wit>i We -i t 9..... he assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.• 9 0 eve* :000•: 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 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 RTFI000 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. • • •• • 0000 • 0000 NOA No.: 12-0228.18 MUU*Dsue couNW Expiration Date: 05/10/17 ... , , Approval Date: 05/10/12 Page 4 of 7 0000•• 0 0 0000• 00.0.0 • 00000. 00.000 0 • Table 1: Adhesive Placement For Each Generic Tile Profile: . •. . ease Tile Profile Placement Detail Single Paddy Weight Mn. (grams) TwQ PmWy W&ght4er pad4pIVIin. (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, Hi Profiles #2 24 • • • • N/A • • Flat, Low, High Profiles #3 :00:6: 8 • • • •• • 0000 • 0000 NOA No.: 12-0228.18 MUU*Dsue couNW Expiration Date: 05/10/17 ... , , Approval Date: 05/10/12 Page 4 of 7 0000•• 0 0 0000• 00.0.0 • 00000. 00.000 0 • LABELING: All 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMT REQummzws: As required by the Building Official or applicable building code in order to property evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL, 1 SINGLE PATTY Nd Onqh pb9ft emed Pa**ned7b) 1 4 EMCom --- 21= EM CIO= KeepWWOM- 4hup(mmwe0ch 1 - WT P 11 n 111—FUT717ayi�'IIY ii� �.j� 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 Nall through plastic twat PR* Poem Tue) Nall through plastic cement Paft Waeo Too) Undeda4MmemM Undefleyaient 71n. i in. 7 Irm Em Ccum CNN, Fascia Fla %WNO* EmCcum Emdosure Eame Closure Ddp edge :0*0:0 NOA No.: 12-0228.19 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 0000•• • 069:00 0 :9009: 0609 0090 • 0 0 0 0 • 0000 0000 *0:000 60:08: 0000 0*0• 0 • :•9998:0 •... 0 0. 0 .• : 0 0 0 0 : 00 0 000• 0 0 0000 NOA No.: 12-0228.19 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 Nag through plastic cement 0 � Single �dY�. I x 3 in. In under file\ Single paddy on 2 I � ''�' 41in. under- jr hryment / ° ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Paddy Nag through (between file) Underiayment (under file) Singleon eddy' size X 7 paddy me�gum on top of the � �y eve Fasda course only Nag through plastic cement 1 3 In. x 3 in. 4 Single paddy an undadavmonf e 2 0 IWIn. Single x 3 In. 4 in. 21n. p�yon umler- layment S41e Paddy on top of file 40 Fane Coria d tl el dy Single paddy between We END OF THIS ACCEPTANCE Single paddy under tie Single paddy between file 2 hu x 7 hL medhun size paddy eave course only /"' Fawh weeph* ave closure Dnp edge • . • 000000 • • . • •• • 0000 . • • • 0000•• 0000 0000•• 000.• 0• . • • 0000.• 00000000 • • • • • • 0000 0000 0000• • • 00.00• 000 • 0000• • 0000.• • • • • • • 0000•• 0000•• • .. 0000.. 00 • 0000 . • 0000 NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 I lylIAM i NHAM-DADE COUNTY — - PRODUCT CONTROL SECTION DEPARTMENT OF PERMPffING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Rom 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE MOM wvv-Nv.miamidade.aov/Fera 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 reyisiotl or ch4ttln'the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an end'ossemont of atiiy -product, • for sales, advertising or any other purposes shall automatically terminate this NOA. Failuretevpaply A6ar1y sectien• • • • of this NOA shall be cause for termination and removal of NOA. • • 0 0.0 0' 0000.. 0000 •••• . . • • • • ADVERTISEMENT: The NOA number receded b the words Miami -Dade County, QjFg, and fo9tow d b DI;', • • P Y ty, .4. .. � y .. expiration date may be displayed in advertising literature. If any portion of the NOA is disp then it 044 be lone, ... in its entirety. • • •.. • • •' • • • 0 00000 0 0000•• INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactw;r or1ts distdibutors and , ... 0: shall be available for inspection at the job site at the request of the Building Official. 00 ' ' •' • • 0000 This renews NOA# 06-1214.07 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. e MMI-DAOE CSUMY ,0000 � 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 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: '/2 " Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use at hips, w = varies rakes, ridges and valley terminations. varying thickness Manufactured for each file profile. 2. 1 PRODUCT DESCRIPTION 1. Miami, FL. 2.2 SUBMITTED EVIDENCE: Test Agency IBA Consultants, Inc. American Test Labs of South Florida Test Identifier Test Name/Reyort 2358-54 TAS -101 RT0511.02-12 .. TAS -112 0000.. 0000.. 0000 0000.. 0000.. Date 60j/08/07 0000.. 0000 0000.. .0068. 6666 0 6 0000 0000. ... 0000. .. 0000.. 0000.. 0000.. 0000 0000.. NOA No.: 12-0207.02 Expiration Date: 03/14/17 Approval Date: 05/31/12 Page 2 of 5 3. UmTATIONS 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. 33 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 (W) and Dimensions (I x w) Tile Profile Weight -W (lbf) Length-1(ft) 1 1 Width -w (ft) 1 Barrel High Profile Concrete Tile 8.1 1.50 0.73 Table 2: Aerodynamic Multipliers - I (ft') Tile Profile ;L (ft) Batten Application ;L (fe) Direct Deck Application Barrel High Profile Concrete Tile N/A 0.23 Table 6: Attachment Resistance Expressed as a Moment - Mr (ftAQ Table 3: Restoring Moments due to Gravity - Mg (ft -l" :***ON •••• Tile Tile Application Minimum Attachment Tile 2"•12" 3"•12" 4"12" 5"•12" 6;; r.: 4ijiter thpp. Profile 669:.6 X'-12" . Barrel High Direct Deck Direct Deck Direct Deck Direct Deck Direot•Deck Direct De Profile 5.66 5.56 5.43 5.25 5?©t • • 0 •'4.72 00:0 Concrete 06.60• 606 . ••• Tile Table 6: Attachment Resistance Expressed as a Moment - Mr (ftAQ for Single Patty Adhesive Set Systems • • • • • • • • Tile Tile Application Minimum Attachment Profile Resistance Barrel High Profile Concrete Tile Polyfoarn Polypro AH 160'rm 77.87 1 Paddy placement of 37 grams of Polypro AH 160Tm for pan tile. 17.5 grams on each side for cap tiles. 6666. NOA No.: 12-0207.02 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. •000.0 NOA No.: 12-0207.02 Expiration Date: 03/14/17 Approval Date: 05/31/12 Page 4 of 5 0000.• Y• • 0000 • 0000•• 0000 0000•• • 0000•• • • • 0000•• 0000 *see 0000 0000 00••• 0000•• ••• • 0000• • • • • •• •• •• 0000•• • •••••• • • • • • • 0000•• 0000•• • • • • •• • 0000 • • 0000 NOA No.: 12-0207.02 Expiration Date: 03/14/17 Approval Date: 05/31/12 Page 4 of 5 Im PROFILE DRAWINGS w LAmon ROOF Tu,E "BARREL CONCRETE TILE" : • • 6 • • sees.. . • . .. . seer • END OF THIS ACCEPTANCE .••..• 000006 000.:6 0000.. so** 6600• . r • sir• 66•r ..r•• 0000.• .r• • 0.000 •. •• of •.•r.• • 00.0.0 •• .•err• • • • • a • • 0.000• • 0000 NOA No.: 12-0207.02 Expiration Date: 03/14/17 Approval Date: 05/31/12 Page 5 of 5 Ownees Notification Form 07 y "Delivering Excellence Ever', Dae SECTION 1524 HIGH VELOCITY BURRICANE ZONES— REQUIRED OWNERS NOTIFICATION FOR R00YMG CONSIDERATIONS 1524.1 Scope. As it pertains to this; section, it is -the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section 'Meprovisions of Chapter 15 of the Florida BrdWng Code, BaUdIng govern the minimum requirements amd standards Of the industry for roofmg system installations. Additionally, the following items should be addmssed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indices that the i been explained. 1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Buiricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmiaaship provisions. Aesthetic issues such as color or architect n-& appearance, that are not part of a zoning .code, should be addressed ayW of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be ed in accordance with the current provisions of Chapter 16 {High Velocity Hurricane Zones) of the Florida B ' Code. (The roof deck is usually conceale-diprior to removing the existing roof system). 3. Common roofs: Common roofs .are those which have no visible delineation between neigbboring uni (i.e. townhouses, condominiums, etc.). In buildings with common roofs,lhe roofing contactor and/or o should notify the occupants of adjacent units of roofing work to.be performed EM4. Exposed ceilings: Exposed, open beam ceilings are where the underside -of the mof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. "The owner provides the optin of - g. this appearance. - - 5. Ponding 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..Ponding can be an indication of structaral . distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the .new roofing system. Ponding conditions nay not be c- amtil the original r system is removed. Ponding conditions should be corrected. .. ... 0000••--- •••• ••Y••• 6.Overflow scuppers (wall outlets): -It is required that rainwater flov4e f'so that thctmof is pot ov oaded from abuild up of water. Perimeter/edge walls or other roof extensioM'fiay bloWthis discMuge if overflow scuppers (wall outlets) are not provided It may be necessary to install.9vaVow �qWpgrs m Aw..Oj+dance e quirements. of 'Chapter 15 -and 16 herein and the Florida BrdMag &Jevl'lurnbinkp: • • • • • •••••• 7. Ventilation: Most roof strictures shoo ld have some ability to vent L44 airfLM jVough tka: • inte or of the structuiral assembly (the building itself). The existing amount of aWo • FntilAiW shall rat bs reduced Exception: Attic spaces, designed by.a Florida licensed engineer or registered a:cfitctto eliminate the attic venting, venting shall notbe required. Owner's/Agent's Signa Contractor's Signature: Property Address: Date: Permit Number: