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RF-13-2019r' ani Shores Village Budding Department 10050 N.E.bW Avemie,VOW ODOM FIcside, 33138 Tel:795.2204 Fax: ( 897 INSPECTION'S PHONE NUAMEW (305) 7CA949 BUILDING PERMIT APPLICATION Pen wt Typ: BUILDING SEP 0 5 2013 FDC ZO Permit No. Master Permit No. / • JOB ADDRESS: I U� ,5T TrGCJI 3 Or — omi S Folicipan1k. 71n: ' 13 Is the Duukg M tot»t9 DulpataL. Yes NO pts Zom. OWNER: Name Simple Titleholder) GS et, 0.� Cp N5 G D Gj s� T-r� �, v _ 1 a Aty: lAM t5 static: 't— To�N�• BMW: ► 2 CONTRACTOR: ConVaq Name: Address: $M/ *JW A cm►: WifferN : e-- A- : r4eT- 330 State Caddo don orltni k CCC* I V A 1g) 9, comet _ �` i — s a8 L A b"i: baa: d Vabe of Work for thle Permlt;�. • � ` s--- yeo ` Work: D Sgn�,tr TYP dMaga eI work: Addition OA1t�on QNvW ofworl� ?.4,',r 120 a le T-, / 1 a . , . a O °A . «««s4«+ass«a�+n!a��*s�s.a�+«+�s►+s«+�+de�,iwa�ass�esa�w�„� Snbrgi W Fee Permit Fee Cly' SFees t70/CC s. Radon Fee UNPRS � S Notary s T MOWNWIft atbn Fees T�v Fee s Doable Fa $ Straetneal Revlew $----__..r �> TOTAL FEE NOW DUE s Bondtog Company's Name (if applicable) Bonding Company's Address city State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do dne work and Vices as tndtcated. I c of fy that no wank or installation has commenced prior to the issuance of a permit and that all work will be performed to tceet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, WORK, PLUMBING, SIGNS, WBU S, POOLS, FMNAgS0 BUU.3RS, HEATERS, TANKS and AIR CONDMONBRS, OWNER'S AFFIDAVIT: I certify that all the foregoing information is acxurMe 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 D OROVEMENTS TO YOUR PROPERTY. IF YOU INbEND 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 win be delivered to the person whose property is subject to anachment. Also, a dein jued copy of the recorded notice of commencement must be posted at the job site for the futst inspection which occurs seven (7) days i*er the building permit is issued In the absence of such posted 'notice, the inspection will not be approved and a reinspection fee will be chmued. Owm or Ages The for%wg was acknowledged before me this day of O is y to me who has ptod6ced_ As idor��and'who din tabs an oath. NOWAY IPLIC: Sign: • � � , . '404144 6 VMA MY Commission Facpires; 40 Mawy roc so* Of Fbdd� M Zwa MyCaen EE 152W Signature � . b ConiJractar 7M foregoing instrument was w3mowled j� tie of 20L, by g- 40 is persmW aI ly or who ha&ptp cation and wlib did take ap op6. NOTART.—' —LIC:. --, . i. s Sign: 4 Print: My CDZA (Revised 3/1212012)(Revlmd 0711OV (ReviW omorM)atevbed 311S/M $.' �tatY puhlic StaSeP 23.2p1�':1 MY Gomm E%V # EE 129910 _ commission unity Assn. _ _..spa thtou9h National N • Zomng C I VI L Reileh Engineering Corp. C r (Consulting Engineer) 2370S. Avenue Miami, Florida 33175-1174 Tel: 305-823-8008 / 305-397-6414 ENGINEER Fac 305-823-3300 / 305-8848834 Website: www.reilehengineering.com October 3, 2013 Quintero General Construction ,Miami, Florida Project: ROOF TILE UPLIFT TEST REPORT Residential Home 715 Northeast 91 Street Miami Shores, Florida Information provided by client: Permit Number: RF9132019 Date Completion: October 1, 2013 Roofing Contractor: Quintero General Construction Project Number: 13-0763 (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 ofthe 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 (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 conducteu;. Based on our test results, we conclude that the installation of the roof the at the above referenced project meets the test requirement outlined in the above-mentioned protocol. Attached please find 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 Y- r 1 $ c / r lamad Sonny Salleh, P.E.49014 ect Manager TILE UPLIFr TEST Residential Home 715 Northeast 91 Street Miami Shores, Florida Reileh Engineering Corporation -- Project Number - 13-0763 — Page 2 oi' 3 Report of TILE UPLIFT TEST for Residential Home 715 Northeast 91 Street Miami Shores, Florida Project Number: 13-0763 Test Number Test Load (lbf) Test Status 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 Test 1-11 Perimeter Reileh Engineering Corporation -- Project Number - 13-0763 — Page 3 of 3 14' 5' 6 8 10 7 g II 7 5 4 14, 3 i 2 6' t5T 111.E 160 5' O R119a CAP 1 5f LOCAION FEW - O CORM O 5F 1 NO, t5f 0CAIION � 10 COUP � - PLf;IIV V L91 fANa, a = 5' MN0�5 005 11L�� V119a CAP - O COM MA - 515' A PROX, ROOF S5T WCA110N5 ANI7 f7IWN510N5 Property Search - Report Property Information: Folio 11-3206-044-0050 Property Address 715 NE 91 ST 3A Owner Name(s) CARLOS A CEDANO Mailing Address 715 NE 91 ST #3-A MIAMI SHORES FL 33138 - Primary Zone 5000 HOTELS & MOTELS - GENERAL Use Code 0007 CONDOMINIUM - RESIDENTIAL BedslBaths/Half 0/0/0 Floors 0 Living Units 0 Ad). Sq. Footage 816 Lot Size 0 Year Built 1949 Full Legal Description SHORES PLAZA EAST CONDO UNIT 3A - 2ND FLOOR UNDIV .02273% INT IN COMMON ELEMENTS CLERKS FILE 7311213197 OR 19818-4821/4824 0701 1 Assessment Information: Sales which are qualified 712001 $551000 19818-4821 Current Previous Previous 2 Year 2013 2012 2011 Land Value $0 $0 $0 Building Value $0 $0 $0 Market Value $76,390 $58,760 $69,130 Assessed Value $64,636 $58,760 $69,130 Benefits Information: Current Previous Previous 2 Benefit Type 2013 1 2012 2011 Non -Homestead Assessment Caps Reduction $11,754 $0 $0 Note: not all benefits are applicable to all Taxable Values (is County, School Board, City, Regional). Disclaimer. Page 1 of 2 101 00l IS 17\ 17 XV111h`II 611 OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez -Centers Property Appraise► AAerial Photography 2012 Taxable Value Information: Current Previous Previous 2 Year 2013 2012 2011 Exemption/ Taxable Exemption/ Exemption/ Taxable Taxable County $0/$64,636 $0/$58,760 $01$69,130 School Board $0/$76,390 $0/$58,760 $0/$69,130 City $0/$64,636 $0/$58,760 1 $0/$69,130 Regional $01$64,636 $0/$58,760 1 $0/$69,130 Sale Information: Date Amount OR Book -Page Qualification Code 9/2008 $130,000 26599-3592 Sales which are qualified 712001 $551000 19818-4821 Sales which are qualified 11/1992 $32,500 15808-0704 Sales which are qualified 10/1973 $28,000 00000-0000 1 Sales which are qualified The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, Its use, or Its Interpretation. Although this websfte is periodically updated, this Information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http:/hvww.miamtdade.govfinfb/dlsclaimer.asp. Property information inquiries, comments, and suggestions email: pawebmail@miamidade.gov GIS inquiries, comments, and suggestions email: gis@miamidade.gov http://gisweb.miamidade.gov/PropertySearch/printMap.htm Generated on: Fri Sep 6 2013 9/6/2013 0STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET •��a.i8.�`• TALLAHASSEE FL 32399-0783 QUINTERO, BERNARDO OUINTERO GENERAL CONTRACTOR CORP 801 NW 112TH TERRACE LEAH GARDENS FL 33018 F Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range ftom architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. i Every day we work to improve the way we do business in order to serve you better:' For information about our services, please log onto www.myfloridalicense.com. There you can And more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! (850) 487-1399 STATE of FLORIDA AC# 6170843 DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CCC1329992 06/22/12 110338915 CERTIFIED ROOFING CONTRACTOR QUINTERO, BERNARDO QUINTERO GENERAL CONTRACTOR CORP IS CERTIFIED uAder the provisions of Ch -489 FS aviration date. AUG 31, 2014 L12062200330 DETACH HERE THIS DOCUMENT HAS A COLORED BACKGROUND • MICROPRINTING,- LINEMARK-1 PATENTED PAPER , AC# 6170843OF FLORIDA DEPARTMENT.OF BUSINESS AND PROFESS OVAL REGULATION CONSTRUCTION INDUSTRY LICEN. ING BOARD SEQ# L12062200330 The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2014 QUINTERO, BERNARDO UINTERO GENERAL CONTRACTOR CORP 801 NW 112TH TERRACE HIALEAH GARDENS FL 33018 RICK SCOTT GOVERNOR DISPLAY AS REQUIRED BY LAW REN LAWSON SECRETARY 007029 Local Business Tax Receipt Miami—Dade County, State of Florida THIS IS NOT A BILL — DO NOT PAY 7006117 SUSU ESS NAME/LOCATION RECEIPT NO. QUWTERO GENERAL CONTRACTOR CORP RENEWAL 8801 NW 112 TERR 7281520 HIALEAH GARDENS FL 33018 LBT EXPIRES SEPTEMBER 30, 2014 Must be displayed at place of business Pursuant to County Code Chapter SA - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS QUINTERO GENERAL CONTRACTOR 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED CORP CCC1329992 BY TAX COLLECTOR $45.00 07/11/2013 Worker(s) t TXHS1-13-023450 This Lotrel Bushms Tax Receipt only coWIT soya , t of the Laat Bosiaess Tax. ►todobasinew Holder wiTire Receipt is nota licesse, pwmiLoracwdkotioneatelemal nodatory� s [amend which applyto the bu inns. m any 8ovemotmtml or The RECEIPT N0. above must he displayed on all commercial vehicles- Miami -Dade Code Sec 89-276. For more information, visit wwwrolooddedeAwAmwA The Sftores Ttaza Fast Condonthtfu n Association, Inc. 745 North East 915t Street D� Miami Shores, FL 33138 �tGEIV 305-759-9069 / FAX 305-759-2101 E-MAIL spel23Qatt.net SEP EQ 5 2013 August 16, 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 roof repairs at building 715 NE 91 Street, Unit 3A, Miami Shores, Fla. Should you have any questions regarding the enclosed, please feel free to contact the condominium office. Sincerely yours, Rort Gonzalez President cc: file Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: �3 ��®l DATE: i6 Contractor D Owner o Architect Picke up 2 sets ofbians and (other) Address: �a� / From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue p7' 'ng process. Acknowledged by: PERMIT CLERK INITIAL: kl=� RESUBMITTED DATE: q PERMIT CLERK INITIAL: co _-'� Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 September 11, 2013 Permit No: RF 13-2019 Building Critique Review 1. ROOF PERMIT PACKAGE IS INCOMPLETE; PLEASE PROVIDE ALL APPLICABLE SECTIONS FOR A SLOPE TILE ROOF INCLUDING BUT NOT LIMITED TO SECTION D, E AND ILLUSTRATIONS. Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. 3 HIGHWIMOCRY HURRICANE ZONES SEP 0 5 206 : Florida Building Code Edition 2010 HighlAebaty Hurricane Zone Uniform Permit AgWcWm Form, Section A (General Information) ay, ermit No. ..�� Process No. :COCon ctor's Name /•��,•�i4/,f,ov • Job Address AWS /i E I l o 0 Low slope ❑ Asphaltic ROOF CATEGORY ❑ Mechanically Fastened Tile Mortar/Adheslve Set Tile ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes v v z a .w 13Prescriptive BUR -RAS 150 M :9 a v S7 z o ROOF TYPE C-:0 n 0Repair m o —� �i oof ❑ Reroofing ❑ Recovering ❑Maintenance • ROOF SYSTEM INFORMATION ll mo ° op Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) D Section B (Roof Plan) mSjce h R u Ne f Plan: Illustrate all levels and sections, roof drains, scuppers, overflow d overflow drains. Include dimensions of sections and levels, clearly Uv n ify di nsions of elevated pressure zones and location of parapets. • . ��.' _ J. `U 4'AA# —4- • .. i .! s ♦ •i .4 - l ,If5, 'If 9nin FI name at tit rumn n^no nrc�nr►r*•a. W11 v ,-% HIGWVMACITY HURRICANE ZONES Florida Building Coda Edition 2010 Section D (Steep Sloped Roof Svstem) SteeR Slo d Roof System Descri tion Deck Type: Roof Slope: 3 12 Ridge Ventilation? Mean Roof Height: 2010 FLORIDA BUILDING CODE - RESIDENTIAL '0 A A5rAi a� N//4 . I Type & Spacing: h �Gx%.�i7-i�c ryy s s esive Type: I l�D111101, YPe Cap Sheet: oof Covering: i 1 Type & Size Drip age: 3►�'J"z6 oG l� r! , t' HIGH -VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 Hlah 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 M,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 file attachment method is acceptable, 3q + lilethod 1 %nt Base T'le Cal 1 'ons Per RAS I27" (PI -• 1 Y 62 =- Me -M`t Product Approval Mr-''•-,�_-MM. Product ApprovalMr(l's'c� •.L�- M,� =M' Product ApprovalW4,1- Method S-u PP I1itr 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,) From Table Below product Approval Mr 44k - *'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 F, values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "lJplift Based Tile Calculations Per RAS 127" (P,:_xI:_= x w:__)-w•_xcosB.•_= F,,: F (P2:_Xl:_-_x w:= )-W:_xcosB.•_= Fn: F' (p3: -11:- _x w:=_)-1V:_xcosB.•_= F13: P' M, Required Moment Resistance" Description S mbol Mean Roof Height -h► Roof Slope 16' 20' 26' 3W 40' 2-12 34.4 36.6 38.2 38.7 42 2 3:12 32.2 34.4 38.0 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 28.0 29.4 30.6 3Z4 7:12 24.4 26.9 27.1 28.2 30.0 *'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and 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 F, values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "lJplift Based Tile Calculations Per RAS 127" (P,:_xI:_= x w:__)-w•_xcosB.•_= F,,: F (P2:_Xl:_-_x w:= )-W:_xcosB.•_= Fn: F' (p3: -11:- _x w:=_)-1V:_xcosB.•_= F13: P' 44.24 2010 FLORIDA BUILDING CODE - RESIDENTIAL Where to Obtain Information Description S mbol Where to find Msign Pressure PI or P2 or P3 RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height 11 Job Site Roof Slope R Job Site AcrodynamicMurdplier X ProductApproval Restoring Moment due to Gravity N1 ProductAppoyal Attachment Resistance Mr ProductA Eproyal Required Moment Resistance M, Calculated Minimum Attachment Resistance F ProductAppmval Required Uplift Resistance F Calculated Avemae Tile Weight W ProductApproyal Tile Dimensions I= length N+a Yiidth ProdwxAppmval All calculations must be submitted - the BuildingOfficial at the time of permit applicatiotL 44.24 2010 FLORIDA BUILDING CODE - RESIDENTIAL 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: B*Tel ED& 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. r4eM1%f` NOA No.: 124M.02, Expiration Date; 113/14/17 Approval Date: 05/31/12 Page 1 of 5 MIAMNOMICW,.,'# MIANH DADE COUNTY ,' PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadex/pera Lamoti Roof Tile, Ine. 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: B*Tel ED& 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. r4eM1%f` NOA No.: 124M.02, Expiration Date; 113/14/17 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: '/z" Trim Pieces I = varies TAS 112 Accessory trim, concrete roof pieces for use at hips, w = varies rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2. 1 PRODUCT DESCRIPTION 1. Miami, FL. 2.2 SuBmTrYED EVIDENCE: Test Anncv IBA Consultants, Inc. American Test Labs of South Florida Test Identifier 2358-54 RT0511.02-12 Test Name/Report TAS -101 TAS -112 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. Limrm oNS 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 (W) and Dimensions (I x w) Tile Profile Welght W (lbf) 1 Length -1 (ft) 1 Width -w (ft) 1 Barrel High Profile Concrete Tile 8.1 1.50 0.73 Table 2: Aerodynamic Multipliers -;L (fe) Tile Profile x (ft) Batten Application ;L (ft) Direct Deck Application Barrel High Profile Concrete Tile WA 0.23 Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile 2":12" 3":12" 47:12" 5":12" 6":12" Greater than Profile 1 Paddy placement of 37 grams of Polypro AH 160"' for pan tile, 17.5 grams on each side for cap tiles. T':12" Barrel High Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Profile 5.66 5.56 5.43 5.25 5.01 4.72 Concrete Tile Table 6: Attachment Resistance Expressed as a Moment - Mt (ft4bf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barrel High Profile Concrete Tile Polyfoam Polypro AH 160Tm 77.87 1 Paddy placement of 37 grams of Polypro AH 160"' for pan tile, 17.5 grams on each side for cap tiles. 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. NOA No.: 12-0207.02 Expiration Date: 03/14/17 Approval Date: 05/31/12 Page 4 of 5 PROF LE DRAWINGS I I I � I I 1 I 1 I I I I I I I I i"LOCKS 1G I 1 1 1 1 1 I I I I I 1 I I I 75" LANIOTI ROOF TILE "BARREL CONCRETE TILE" END OF THIS ACCEPTANCE 2" 2" NOA No.: 12-0207.02 Expiration Date: 03/14117 Approval Date: 05/31/12 Page 5 of 5 IA MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/mra 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. 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 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: Prove Test Results Density ASTM D 1622 1.61bs./ft.' 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 Lbs./Fe Moisture Vapor Transmission ASTM E 96 3.1 Perm/ Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @I 58T., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% NOA No.: 12-0228.18 Expiration Date: 05/10/17 Mwhti•�we courrnr Approval Date: 05/10/12 Page 2 of 7 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Reno rt Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 Trinity Engineering 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 LMTATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their 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 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 RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2 - Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Mn. (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, High 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 3NFm 2 -Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. BUILDING PERART 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 Nal #nqhpWft=nwd " pffah 7b) 1 No* hmmmow. Emclun K"IdWwwm 41mupframweepholes NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 71 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 ,, � - \ter✓/�` APPROYED _J + , M �.; 7 I NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy Nall through plastic cement Single paddy under the (between tile) UndewdWiment Single paddy between 019 PR* (under 119) 2 In. x 7 In. medium stm paddy save course only Sing paddy 9,11-111n x 3 In. 3 Inin. un r Me 3 x7s, * x Single paddy on 21n. 41n. Engle 4 In. 21n. undw6 paddyon htymerd undef6 layment Single paddy Fawle Eave on top of file W001111010 Singlepaddy hX711med Em % Cut= Em dom on top of We shm paddy amurn Drlp edge Fascla course only I I I Nal] through plastic cement 4 Single paddy r M END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date: 05/10/17 JAPPROVEDI Approval Date: 05/10/12 Page 7 of 7 SECTION R"02.13 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. AddEng ollowing items should be addressed as part of the agreement between the owner ant the conwner'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 t 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 r ant between the owner and the contractor. 2.Renalling wood decks: When replacing roofing, the existing wood roof deck may have to be i6ned in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior aCommon the existing roof system). 3. roofs: Common roofs are those which have no visible delineation between neighboring wnhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or o hould notify the occupants of adjacent units of roofing to be performed. 4.Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be ed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the ap nce. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may c 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 expectancy and performance of the new roofing system. Pounding conditions may not be evident until the AIM ori ' frog system is removed. Pounding conditions should be corrected. 6.&d—ed Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not 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 a ce with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the i 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. 1� On gen ignature Datel/—/ Contractor Signature Date Revised on 7/9/2009 LD