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RF-13-2759` Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-208889 Permit Number: RF -12-13-2759 Scheduled Inspection Date: March 14, 2014 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: PATRICK DESBIOLLES & LING /'ADA\/A IAI OATOVIV rNCC01l►1 1 CC Q, Job Address: 390 NE 98 Street Miami Shores, FL 33138-2410 Project: <NONE> Work Classification: Tile Phone Number (305)527-4748 Parcel Number 1132060135670 Contractor: PAUL BANGE ROOFING, INC. Phone: 305/981-7663 tsunainq uepartment comments RE -ROOF TILE INSPECTOR COMMENTS False Inspector Comments Passed'' CREATED AS REINSPECTION FOR INSP-204202. Flat roof section on the /1/ %'' l' sw roof section is not to code. The expose roofing asphalt should be coated with an aluminum base elasto metric coating. Failed /V Z;. --r Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. March 13, 2014 For Inspections please call: (305)762-4949 Page 33 of 36 a Job Address 3q 1) 0 L (I +Nrfe� Permit 12- S Complete the re -nailing affidavit and provide two copies signed and notarized. Post in the permit package at first inspection Re -Nailing Affidavit I am a Florida Professional Engineer, Register Architect, Licensed General Contractor, Building Contractor, Residential Contractor, A Roofing Contractor or Person certified in the structural discipline under F 468. I hereby certify that the existing or supplemental fasteners have satisfied the requirement of table 201.1 (8d round head ring shank u@ 6" o.c. max.) Certifier's Signature Date Sworn to and su Personally km" Secondary Water Barrier Affidavit I am a Florida Professional Engineer, Registered Architect, Licensed General Contractor, Building Contractor, Residential Contractor, Roofing Contractor or Person certified in the structural discipline under FS468. I hereby certify that the secondary water barrier has been installed and inspected by me personally it complies with all requirements of FBC 2004 and the Hurricane Mitigation requirements. Certifier's Signature Print Certifier's Name Sworn to and subscribed before me this day of Personally known to me or or produced ID Seal Notary Public, State of Florida (signature) Date 20 01 Phone 954-784-2941. ederal 800-848-1919 ;J& TESTING INC. Fax 954-784-7875 250 SW 13th Ave Pompano Beach, FL 33069 fed-eng.COnt February 12, 2014 Paul Bange Roofing Order # 14454 7000 SW 21" Place Davie, Florida 33317 RE: TAS -106 TILE UPLIFT TESTS Proposed Roof/Caravajal Residence Permit # RF12-13-2759 390 NE 98h Street Miami Shores, Florida Dear Sirs: In accordance with your authorization, Federal Engineering & Testing, Inc. has performed Tile Uplift Testing in compliance with Testing Application Standards TAS -106 and the Florida Building Code High Velocity Hurricane Zone on February 12, 2014 at the above referenced project. The purpose of our inspection was to determine the uplift capacity of the roof tiles for the residence at the above referenced project. The subject roof consisted of Flat Concrete Tile Foam Set. The pitch of the subject roof is 3/12. Our field engineer visited the site and conducted 73 uplift tests on the roof tiles. All tests were performed according to the Florida Building Code High Velocity Hurricane Zone and protocol TAS -106 using an Intercomp Scale Model CS200. The following is a summary of results: The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work This uplift test is not a roof top inspection. A final roof inspection must be conducted by the building official for approval. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. Federal Engineering & Testing, Inc. is an independent third party providing un -biased testing information and results and isnot affiliated with our client nor do we have any financial interest in the project or determination of the test results. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. It has been a pleasure working with you and look forward to doing so again in the near future. Sincerely, Field Test Results Test Number Test Location Field Uplift Pull Test Test Results 1 —11 Comer See Attached Diagram > 35 Pounds Passed 12 — 45 Field See Attached Diagram > 35 Pounds Passed 46 — 62 Perimeter See Attached Diagram > 35 Pounds Passed 63 — 73 Hip /Ridge See Attached Diagram > 35 Pounds Passed All test results were found to be in compliance with TAS -106 and the Florida Building Code The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work This uplift test is not a roof top inspection. A final roof inspection must be conducted by the building official for approval. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. Federal Engineering & Testing, Inc. is an independent third party providing un -biased testing information and results and isnot affiliated with our client nor do we have any financial interest in the project or determination of the test results. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. It has been a pleasure working with you and look forward to doing so again in the near future. Sincerely, fud Keith LeBlanc, P.E. Federal Engineering & Testing, Inc. Florida Reg. No. 59394 Certificate of Authorizatiion# 5471 Miami -Dade County Certification # 11-0407.01 • MI®�• Construction Material American Concrete Miami Dade Florida Department Engineering Council Institute County of Transportation 01 U r I 22 2 Zo 3 s 3 z� y ' A. 411 i Z� r t � i -57 4 F 3 s SL 30 x. 7 39 A=O.1W = 0.1x54'=5.4' A=0.4H = 0.4x12'= 4.8' Perimeter Dimensions = 5.0' Corner area = 275 SA - 11 tests eld Sketch Perimeter area=995 S.F.-34 tests Field area=2130 S.F.- 17 tests t t0 Scale 216 Total Ridge Caps=11 tests F390 NE 98 Street iami Shores, FL 01 U a A i Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: JOB ADDRESS: BUILDING I FBC 20 (`9 Permit No. Master Permit No. 2-)(-- 13 > '2A5`1 ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: I 1" a 2b io - Di S- S(19-1 0 Is the Building Historically Designated: Yes Zone: City: toyvAlk ��Y-4b Yt 2.¢a State: Zip: s at 3 Tenant/Lessee Name: 1`� Phone#: Email: CONTRACTOR: Company Name� 1 •�Y1 G`�. _� Ck-�`� Phone#: CL" -t T 1 "7 �yWJ Address: 700© � ` \ 4r^^L'�6QC4Z, City: _ I Qualifier Name: �— Zip: State Certification or Registration #: CCC,C) '�S36A ( Certificate of Competency #: _ Contact Phonek J� 6eAq V.51411110%Email Address: DESIGNER: Architect/Engineer: Phonek Value of Work for this Permit: $ 2.2- r tA 1 Square/Linear Footage of Work: 5. (atP Type of Work: ❑Addition &Alteration ❑New ❑Repair/Replace ❑Demolition Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE $ ,'4 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection w c occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appy ve and reinspection fee will be charged. Signature Signature a ctor The foregoing instrument was acknowledged before me this The foregoing instrumenknowledged before me this day of444�20 ` , by Z.�,n C0 -V' �! v. da of by who is personally known to me or who a roduced �oisersonally known tom r who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC;,4�'1'f: }/t:lR��i, _ NOTARY PUBLIC: My CoAmission Expires "-' ' ` .' My APPROVED BY / Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) CE 177 32 �? • t ,a Zoning Clerk To: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. Miami Shores Village Building Department 10050 NE 2nd Ave . Miami Shores, FI 33138 Re: Owner's Name: Property Addre, Date:/o?- 3-0?D/..3 Roofing Permit Number: Dear Building Official: ti ' ce fy that i am not required to retrofit the roof to wall connections of my —Linn (�(( building because: 4<The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edi)'idp of thje;South Florida Building Code (1994 SFBC) Ckcckw�di Signa Pari S.c��G�B State of Florida a •,��;. W County of Dade The undersigned, being the first duly""'., *1i,90 says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me thisday W%. Notary Public, Sate of • When the just valuation of the ssh for purpose of ad valor ation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/2112009 olio No.: 11-3206-013-5670 roe : 390 NE 98ST- Mailing WASHINGTON CAPITAL ddress: GROUP ILC eds/Baths: 07 LINCOLN ROAD #8-D loors: MIAMI BEACH FL ivin Units: 3139- „ Property Information: rimary Zone: 1000 SGL FAMILY- $221,682 101-2300SQ LUC: 001 RESIDENTIAL - $389,768 INGLE FAMILY eds/Baths: /2 loors: ivin Units: dj S Foota e: ,379 Lot Size: 1,909.40 SQ FT ear Built: 941 IAMI SHORES SEC 1 MD PB 10-70 LOT 1 & 2 LK 42 LOT SIZE egal 03.560 X 115 OR escription: 8922-0396 12 999 1 OC26127-3525 25787- 5310707 5CD OR 8474-2398 1111 1 Assessment Information: 9 $ Fkf tl Aerial Photography - 2012 0 112 ft This map was created on 11/19/2013 9:13:25 AM for reference purposes only. ear: 2013 Land Value: $221,682 ilding Value: u ui $1681086 arket Value: $389,768 ssessed Value: $389,768 Web Site © 2002 Miami -Dade County. All rights reserved, Taxable Value Information: ar: 2013 xing Authority: [Fegional: Applied Exemption/ Taxable Value: $0/$389,768 un : $0/$389,768 : $0/$389768 chool Board: $0/$389,768 - - Sale Information: ale Date: 1/2011 ale Amount: 100 ale O/R'. 8474-2398 ales orrective deed, quit ualification laim deed, or tax deed; escription: eed bearing Florida ocumentary Stamp at. he minimum rate rescnbed under Chapter 01, F.S.; Transfer of wnership where. no doc tamps were paid; or, -Transfer of ownership by ther than a deed such http://gisims2.miamidade.gov/myhome/printmap. asp?mapurl=http://gisims2.miamidade.g... 11/19/2013 DAVIE: 954 -792 -ROOF (7663)STATE CERT. CC C033691 �'"'"" �`""'�� N. BROW: 954 -566 -ROOF (7663) • LICENSED AND INSURED S. BROW: 954 -981 -ROOF (7663) 7000 S.W. 21 ST PLACE DADE: 305 -981 -ROOF (7663), /`► DAVIE, FLORIDA 33317 FAX: 954 -964 -ROOF (7663) v1w• Member of 1 -877 -981 -ROOF (7663) 13iropad[ Better Business Bureau PROPOSAL SUBMITTED TO DATE PHONE NAME (' terra v JOB NAME Sri- STREET r 37fs � ;j1�; STREET � tarn CITY :" ktL STATE ZIP 3 t3 $ CITY 13 STATE I ZIP We hereby submit specification and estimate for PREP. WORK FIBERGLASS/MODIFIED Remove existing roof to a clean workable surface and ❑ Install # b eet as per code. dispose of debris. ❑ Install plys of ply IV f1gerglass felt. 7 ❑-Replace rotten sheathing at $ % '' per foot. ❑ Install in. eave drip metal. (Plywood replaced by square ft.) / V . Fa'q�'e ❑ ! Il mineral surface cap sheet. W -Install new lead flashing to all plumbing vent stacks. METAL "stall new 26 gauge 16" galvanized metal to all valleys and tie-ins. ❑ Install # fire barrier. .Exposed allot Exposed ❑ Install under Iayment. Type of roof to be removed ( J %a T, �¢ ) ❑ Install eave drip metal. ❑ Instal metal roof. SHINGLES TILE LJ Install #base sheet. & Install # �0 e-8 lOtLfrlaVr; base sheet. ❑ Install in. eave drip metal. Mnstall in. eave drip metal. ❑ Install figerg s fungus resistant shingles. J -Install J, L� 5,j L file underlayment. Ll Mfg. Color UPInstall A- L,9 the set in ❑Repairs :L(.CWQi.J �'1iili�►\1S—J.s �l1�(y lij7rs rmLk- s u s l+ s b 01A SVIN JW le)_ LiIS We hf dry propose to furnish labor an terials complete inaccordanc ith the above specifications /loorthe sum of 01L4 �^ i (s — � .�dollarrss payment to be made as follows: , !� 30?. J . (,C -Y C� ,f � ` I < t r� t " V--l®`�'p ��y Tt cant METHOD OF PAYMENT: — C y , ca -ug r � ,s 614 a--- NOTE TO BUYER, GENERAL CONTRACTOR 0 WNER: Paul Bangs Roofing Inc. hereby proposes to furnish the above labor and material in accordance with the above specifications. A deposit of $ is required upon acceptance and the balance as work rogresses in direct do to work co�plet� Payment in full to be made upon of the L F� :oil t— � G/3s G' completion job. r S l WARRANTY TO, ORIGINAL OWNER: Paul Range Roofing Inc. warrants workmanship for a period of '"- - -years, but reserves the right to supervise or inspect all work subsequently performed by other partes to the roof, fora reasonable fee. Without this supervision or inspection, all warranties are null and void. Warranty is transferable to new owner upon written application (subject to approval) and payment of 10% of contract price. Warranty is contingent upon job payment in full. All materials furnished will be as specified and work is to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications will become an extra charge over and above the estimate of labor and usual costs of our agreement. Paul Bangs Roofing, Inc. will exercise reasonable care when performing the work, but cannot be held responsible in any manner for damage to driveways, sidewalks, foli- age, shrubbery, screening, septic tanks, gutters, pipes or cables, above or below ground. We will not be held responsible for water damage to the exterior or interior of the premises. CUSTOMER IS URGED TO COVER FURNITURE AND OTHERWISE PROTECT THEIR PROPERTY. We cannot assum p sib' ity for any damages done to the roof by other tradesmen or parties. Paul Bangs Roofing, Inc, cannot be held responsible for damage done to any lumber by t ties rp r ants, or any other wood boring insects. Such wood will be replaced at an additional charge. THIS CONTRACT IS SUBJECT TO OFFICE APPROVAL. Authorized Sign , ACCEPTANCE OF PROPOSAL The above prices, specifications and co Atom ar atsfactory and are hereby accepted. Paul Range Roofing, Inc. is authorized to do the work as specified. Payment will be made as outlined above. This prop, I as the wer of a contra when signed and accepted: I have read and agree to the terms and conditions as stated on the front and back of this contract. ACCEPTED Signature Print Date 13 Y � DEC 10 2013 i 15y: High Velocity Hurricane Zone Uniform Roofing Permit I S liinlI-4hores, i f,e ! INN a DEPT ,91 -DG DEPT L ,"3&5M lJ COMPLIANCE= V Section A (General Information) e Master Permit No. Process No. Contractor's Name: Joh Address: _ Roof Category F Low Slope r. Mechanically Fastened Tile 3w Mortar/Adhesive Set Tile r Asphaltic Shingles rt Metal PaneVShingles Wood Shingles/Shakes F Prescriptive BUR -RAS 150 F. Other; Roof Type r New Roof K Re -Roofing i Recovering r-1 Repair )_ Maintenance Are there Gas Vent Stacks located on the roof? r— Yes j( No If yes, what type? r Natural I 1_PGX Roof System Information Low slope roof area (ft.- Steep SIoped area (ff,2) F Total (m) Fil-.11 DATE ALL FEDERAL REGULATIONS Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. Perlmeter Width (a'):—ComerSize (a' x a'): I, EXSISTING ROOF: SHOW ROOF AS IS, BEFORE WORK IS COMMENCED. INDICATE WHICH PART OF ROOF IS RIPPED/GABLED AND WHICH PARI' IS FLAT, IF APPLICABLE. 1. OA1B & Z Forms\Roofing Packetltooffng packet ... . . . . ... . . . .. .. . . . .. . . . ... . . . ... . . Y ROOF AMM8LMS AND ROOFTOP S7RUCTURRS 15.30 Florida MildIng Code Edition 2010 Hlryh-Valoolly Hurdaano 7,ono Uniform Panntt Applloallon Form. e tion Q..(Bigep Sloped Roof System) Roof System Manufaoturer: Notice of Acc©ptance Number, Minimum Design Wind Pressures, If Appllceblo (From HAS '127 or Calculatit�ns•}• � / - N �- I P2, , 1a3: teeISloped Roof System e5crip11on Dock -Djpe: Type tituteriayment: Ro lope; U insulation: Fire Barrier: t� Rid! Ventl 6t n? FnstenerType & Spacing: S ,►� +) Adhesivo type: Typo Cap Sheet: Zoe Meats Roof Height: Roof Goverittg: I&J Air' -- � .. •.. • •.'IYpQ et Size �L,"".� .. Drip i dge. i • `w i • i i • : 2010 FLO RIPA BUILDING CODE—13UILDINQ • •• •• • • • •• •• Florida Building Cade U100112010 High Velocity Hurricane Zone Uniform Permtt ApplicatiOn Farm Section E 'Tile Cal P— letl0t1s For Moinetlt ilased tale systems, 01100" eltilar method 1 or 2. Compare tilt valttes for M,wlth the values froln M#. if tho M,valttes are greaterthall or equal to the M, values, frrr each area of the roof, then the tile attaohmisnt tnefllod is a0ce0able. Met rod I ,Mpment Based Tile Ca Ula otts Per SAS 127" c y (t'ft 1 ii:A ProdUct ApPrOVal M, (P,,, x 1 M4= M� Praritto# Approval M, M, Prodtto# Approvai m, Method 2 "Simi>llflOd 'tile Calcul;ailotl Per Table 13e10w" Required Moment of Resistance (Mt) from Table 13sivw,_ _ . Product Approval MiL___..___- *Must be used In Oonlunctlon wltb a list of rmomenl based the systems sntioYscd by #ee Broward courtly Board of Bulasand APpoals. Fr. I the bayed tile csreater WaSuse llor equal to Etre 5, vatlues� for Gaol,ues for , arta of the roof, or FC. if t1,v F` valtte ,3 tlt$ tale altaclltrietll t„ ot1,od is aooeptable. Melliod 3 "Upilft Basad Tile; Caloulat1011s per RAS 1.27" F,, Froduct Approval F'---- ;p�; xis _ x w;� } — W. x jos (t� -- .� Fn Product Approval W. product Approver F'— � a� IV ROOF ASsWUM$ANa ROOFTOP STRUOTURGB Florida Building gode Edition 2010 ' Hlgh•Veloolly Hurdeanexom UnifomT PeTHIRAlflAfca11011 Forat. Roof System Manufacturer: I--- Notice ---. Noti a of Accapfetnce Number; -J.&V Minitnurn Design Wind Pressures, if Applicable (FrOM HAS 127 or Calculatic= l�e 1�0: }, W Steep Sloped Roof Botemt?escJptlan Decklype and �'Pg thiclertayn�ent; ` Insulation: Fire Barder: Rid{fe V t I ton? � FestanaYType & S�ftoiltct:�,5, t� R�fi ��t%�+1 Adhosive Typa. -typo cap Meet: Mean Roof Ha14hk Roof Covering: ! �" � � � i i i � � R� � 201Q F1.0€t1f3A eU1E.pi�it� �QaH--- F3UIL1]iNq ..• . . . ... . • MIAMI'MUNI1-DARE COUNTY * . PRODUCr CONTROL SE, MON DEPAR•P\IENT OF PER111I'IThNG, ENVIRONNIFNT, AND REGUI IVFORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE AD',IIINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) +�vsiiiantidade.sov/nein Eagle Roofing Products LLC 1575 East C.R. 470 Sutnterville, FL 33585 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 planner, the manufacturer will iticur 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: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Tiles 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 a*eth*e*gl�sl oiihe Lt4l(UAA Official. .. . . . . ... . This revises NOA## 11-0321.02 and consists o;oaggs i ttlz8tigh, t0: The submitted documentation was reviewed by Alex Tigera. • .• .. . ... NOA Ne.:12-0430.04 i . .0 CMAMIM-DAMCO . • . lxpiration Date: 10105/16 'N ' .• i Approval Date: 08/02/12 Page 1 of 10 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. . . ... . . . ... . . ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sinnterville, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Descrintion Bel Air Concrete Tile L = 17" TAS 112 Flat profile concrete roof tile equipped with two W = 12'/4" nail holes. For adhesive set, direct deck or Thickness ='/z" battened nail -on applications. Bel Air Double Eagle L =17" TAS 112 Flat profile concrete roof tile equipped with two Concrete Tile W = 12 Y" nail holes. For adhesive set, direct deck or Thickness = %2" battened nail -on applications. Ponderosa Concrete Tile L =17" TAS 112 Flat profile concrete roof tile with slate finish W = 12'/4" equipped with two nail holes. For adhesive set, Thickness = VP direct deck or battened nail -on applications. Ponderosa Double Eagle L = 17" TAS 112 Flat profile concrete roof tile with shake finish Concrete Tile W =12'/4" equipped with two nail holes. For adhesive set, Thickness = 3/2" direct deck or battened nail -on applications. Golden Eagle Concrete L =17" TAS 112 Flat profile concrete roof tile brushed finish Tile W = 12'/" equipped with two nail holes. For adlresive set, Thickness = %2" direct deck or battened nail -on applications. Trim. Pieces 1= varies TAS 112 Accessory trim, clay roof pieces for use at hips, w = varies rakes, ridges and valley terminations. varying thickness Manufactured for each the profile. . ......... • ••• ' • ••• : ••• ••• .' : NOA No., 12-0430.04 MIAMI•DADE COUNTY •' :. ' : : : • ' : • : • Expiration Date: 10/05/16 Goo Approval Date: 08/02112 Page 2 of 10 • ••• •• •• • • • • • • ••• •• •• • • 2.1 EVIDENCE SUBMITTED: Test Agency Test Identifier PRI Asphalt Technologies ERPF -001-02-01 Redland Technologies 7161-03 Appendix III Redland Technologies 7161-03 Appendix III Redland Technologies 7161-03 Appendix 11 Redland Technologies P0402 Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Cetotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. CWAM�I-DADECQUNTY ...I R Letter Dated Aug. 1, 1994 P09647-01 94-084 25-7094-(2, 5, & 8) 25-7183-(5 thru 6) 25-7214-(1, 5, & 8) 25-7487-2 25-7496-(l & 4) 25-7804-6 520109-1 520111-4 520191-1 Calculations Calculations Test Nanxe/Report TAS 112 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -Ott) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments Due to Gravity .• ••. .. • . • •. . ••. . ... ... ... . • . • . . • . • . ••. . . • ••. . . Date Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 Aug. 1994 May 1994 Oct. 1994 Feb. 1995 March, 1995 Dec. 1995 Dec. 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 Sep. 2006 NOA No.- 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02112 Page 3 of 10 3. LIMITATIONS: 3.1 Fire classification is not pant of this acceptance. 3,2 For mortar or adhesive set the applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 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 30190 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. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (Ibf) Length-1(ft) Width -w (ft) Bel Air, Bel Air Double Eagle, 11.4 1.42 1.03 Ponderosa, Golden Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle f=lat Tile Table 2: Aerodynamic Multipliers - A (ft ) Tile Profile A (ft) A (ft ) Batten Application Direct Deck Application Bel Air, Bel Air Double Eagle, 0.301 0.278 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08102112 Page 4 of 10 Table 3; Restoring Moments due to Gravity - Ma (ft-lbf) Tile".'t";; Fastener Type Direct Deck (min 15132" plywood) 4":12" 5";12" 8":12" Greater than Profile 38.1 17.2 Air Double Eagle, 7.3 7";12„ Bei Air, Bel Air Battens Direct Battens Direct Battens Direct Battens Direct Battens 1 Direct Double Eagle, 2 #8 Screw Deck 51.7 Deck Double Eagle Flat Tile Deck 24.3 Deck 24.2 Deck Ponderosa, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Golden Eagle, 32.2 2-10d Ring Shank Nails 50.3 65.5 48.3 1. Installation with a 4" tile headlap and fasterners are located a min. of 21/2" from head of tile. Ponderosa Double Eagle Flat Tile Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min, 19132" plywood) Battens Bel Air, Bel 2-10d Ring Shank Nails 30.9 38.1 17.2 Air Double Eagle, 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Ponderosa, Golden 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 Eagle, 1 #8 Screw 30.8 30.8 18.2 Ponderosa 2 #8 Screw 51.7 51.7 24.4 Double Eagle Flat Tile 1-1Od Smooth or Screw Shank Nail f=ield Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails Eave Clip) 31.9 31.9 32.2 2-10d Ring Shank Nails 50.3 65.5 48.3 1. Installation with a 4" tile headlap and fasterners are located a min. of 21/2" from head of tile. .• ••• • . . • . •• •. . ..• •. . • • .. . . ... 00 00 of*• . • . • . . • . ... . ... ...... • ; ; ; ; .' : NOA No.:12-0430.04 MIAMI•DADI COUNTY .' ; . • ; ; : • • : Y : • Expiration Date: 10/05/16 . • • • • • • • • • • Approval Date: 08/02I12 Page 5of10 ••• • • • • ••• • • ••• • • • ••• • • Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Resistance Bel Air, Bel Air Double Eagle, Adhesive 31.3 Ponderosa, Golden Eagle, Ponderosa Tile Double Eagle Flat Tile 3 Large paddy placernent of 45 grams of Pol Pro TM. 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 Avera e4ei ht per patty 8 grams. ' Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Profile Resistance Bel Air, Bel Air Double Eagle, 3M 2 -Component Foam Roof Tile Adhesive AH -160 118.9 3M 2 -Component Foam Roof Tile Adhesive AH -160 40.4 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 5 Tile-Tite Roof Tile Mortar. 3 Large paddy placernent of 45 grams of Pol Pro TM. 4 Medium paddy placement of 24 grams of Pol ProTM. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Mortar Set 43.9 Eagle, Ponderosa Double Eagle Flat Tile 5 Tile-Tite Roof Tile Mortar. MIAMMAUE COU ..t t .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... .•• . .. . . .. . . .. ... . . . . ... . . . . . . . . . . . . . .. .. . • . •• .. ... . • . ... . . NOA No.:12-0430.04 Expiration Date: 10/05116 Approval Date: 08/02/12 Page 6 of 10 PROFILE DRAWING -yvF_�,•- BE, AIR •• ••• • • • • • •• . ••• . ••• ••• ••• •. . . . • • . • . . . • •. ... . . . . .. • . . . . . . . . . . . . ... . . . ... . . Lu ^3 - �T '•9 NOA No.: 12-0430.04 Expiration Date: 10105/16 Approval Date: 08/02/12 Page 8 of 10 r` 4 PONDEROSA PONDEROSA DOUBLE EAGLE • •• • • • • ••• • •• ••• •• • • • •• • •000 • • NOA No.:12-0430.04 CMLAMI�-DADECOUNTY •:• •.• :• Expiration Date: 10105/16 •..� 1 s•• i� ••• Approval Date; 08/02/12 Page 9 of 10 Ni[AM4DADE COUNTY ,,,• i GOLDEN EAGLE END OF THIS ACCEPTANCE •• ••• •• • • • •• • ••• • ••• ••• ••• • . . . • • • •• • • •• • • •• ••• • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 10 of 10 M1AMPt. � n1IAn9I-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PE RAMMING, ENVIRON�INIENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Strect, Room 208 BOARD AND CODE ADMiIYISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ww,v.s,rla:�iirlacic.troy/cera Owens Carling One Owens CorrringPai'kway Toledo, OH 43659 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 Mianti-Dade County Product Control Section (In Miami Dade Count),) and/or the At -1J (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 Miarni-Dade Comity 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: Weatherlock'ro Specialty Tile & Metal Underlaynient LABELING: Each unit shall bear a permanent label with the manufactur'er's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otheiivise 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 wil l occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of tire product or process. Misuse of this NOA as all 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# 09-0908.06 and consists of paggs I tjr;oO:3: ;.; •. Tlie submitted documentation was reviewed by Al" TiW:--,i.•.: ' • • .. • MIAMMADE COUNTY .... NOA Pio.: 12-0309.03 Expiration Date: 07/31/17 Approval Date: 07/05/12 Page 1 of 3 . .•. .•. ... . • . . • . • . • • • .. .• . • . .• •. ••• • • . ••• • • NOA Pio.: 12-0309.03 Expiration Date: 07/31/17 Approval Date: 07/05/12 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product DimensioI►s Weathe►•lock° 36" x 33.3' rolls Specialty Tile & 36" x 66.7' rolls Metal Underlayment MANUFACTURIGN LOCATION: 1. Brentwood, NI -I EVIDENCE SUBMITTED: Test Specifieation Product Description TAS 103 SBS self -adhering asplialt sheet material with a white or green glass re -enforced polyester surfacing fabric; for use as an underlayinent in sloped roof assemblies. Test Agency Test Identifier Test Name/Report Date Underwriters Laboratories, Inc. R14610 Follow up Service 03/28/02 IRT-Arcon, Inc. 02-012 TAS 103 02/28/02 PRI Asphalt Technologies, Inc. NEI -006-02-01 TAS 103 04/01/02 PRI Asphalt Technologies, Inc. NEI -008-02-01 TAS 114 (H) 07/30/02 PRI Construction Materials NEI -045-02-01 ASTM D 4798 & ASTM G 155 08/08/07 Technologies, LLC. NEI -053-02-01 ASTM D 4798 & ASTM G 155 05/01/08 NEI -076-02-01 TAS 103 / ASTM D4798 02/14/11 APPROVED ASSEMBLIES: Deck Type 1: Wood, non -insulated, new construction Deck Deseription: 15/32'' or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D 266 Type 11 or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deer: with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of Weatherlock`� Specialty Tile & Metal Underlayment with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strappuSg ortje-*roef W ifi t4atherlock® Specialty Tile & Metal Underlayn►ent is acceptable. 0 • • • • • • • • •. • ... ... .. .••. . .. Surfacing: Approved for Adhered Roof Tile, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shalee & Shingles, and•AsIalaWtic SWngV vsse►ublies„• • • •• • • •• • • •• • • • NOA No.: 12-0309.03 WMIAMIumCOUNTY Expiration Date: 07/31/17 • • • ... Approval Date: 07/05/12 • Page 2 of 3 .•. . • • .•• . • LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Weatherlock° Specialty Tile & Metal uuuderlaynient shall be installed in strict compliance with applicable Building Code. 3. Weatherlocko Specialty Tile & Metal underlayment shall he applied to a smooth, clean and dry surface with deck free of irregularities. 4. Weatherlock° Specialty Tile & Metal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over roofing Base/Anchor sheet underlayment. 5. Weatherlock Specialty Tile & Metal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 5. The standard nra". nun roof pitch for Weatherlock' Specialty Tile & Metal underlayment shall be 6:12 when tiles are loaded directly to the Weatherlock® Specialty Tile & Metal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. Weatherlock' Specialty Tile & Metal underlayment may be used with any approved roof covering Notice of Acceptance listing Weatherlock' Specialty Tile & Metal underlayment as a component part of an assembly in the Notice of Acceptance. If Weatherlock' Specialty Tile & Metal underlayment is not listed, a request may be trade to the Authority Having Jurisdiction (ABJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll fi-onn the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Weatherlock® Specialty Tile & Metal underlayment shall be applied over the underlayment. 15. All products listed herein shall have a duality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miatni-Dade CgrtatyP;oduc4 (;bvtrDl;A91Sroved" or the Miami -Dade County Product Control Seal as shown below. •. .. • . . . • :. : : ... • ... . . . . . .. MIAMI•DADE COUNTY END. QP�RHTSO CPEPTANVE • .. • . . . . . • • . .. .. .. .. .. • • • NOA No • 12-0309 03 MIAMt•PADSCOUNTY l;xpiration Date: 07/31/17 Or ... Approval Date: 07/05/12 • . Page 3 of 3 . . . . . . . . . ... . . . ... . . MIAMI, �) ,liLiA[I-D.iDE COUNTY MMM PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, EN'WROINTMENT, AND REGITI A TORY AFFAIRS (PERA) 11805 SW 26 Street, Roan 268 BOARD AND CODE ADMINISTRATION DIVISJOIN Miami, Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA)„ti «.,nianzidatle.i o,'h�eEa 3M Company 3M Center Building 0220-05-E-06 St. Paul, MN. 55144-1000 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. Tile 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 Mianli-Dade County Product Control Section (hl 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 Miatni-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: 3MT`I 2 -Component Foam Roof Tile Adhesive AH -160 LABELING: Each unit shall bear a permanent label with (lie 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, aild/or manufacture of the product or process. Misuse of this NOA as an endorsement of ally 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 ofNOA. 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 dome 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 I through 7. Tile submitted documentation was reviewed b%,Mex •T�g@ra i • • • i � • • • • •• • • • • ••• •• flL MiAMMADECOUNTY ••• •i• ••• •:• ••• ••• • • • • • • • • • •. . . .• . • .• . . . • . . • • • • . •• •• . • • •• .. NOA No.: 12-0228,18 Expiration Date: 05/10/17 Approval Dale: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyufethalre SCOPE: This approves 3114''`" 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 (lie Maclmient calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED ICY APPLICANT: Product Dimensions Test Specifications 3MTm 2 -Component Foam N/A TAS 101 Roof "file Adhesive AH - 160 Foam Dispenser RTF 1000 N/A ProPackd 30 R 100 N/A PRODUCTS MANUFACTURED BY OTHERS: Product Description Tivo component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./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 Lbsffe 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 @158°F., 100% Humidity, 2 Closed Cell Content .. ... ASTM D 18-%: .Nvegks. .. ; 9.6-4 ; . • . • .. • .0 • 00 NOA No.: 12-0228.18 momink CIAMI-DADE COUNTY •• • • 0:0 : • : : ; •• • •: 0:0 Expiration Date: 05/10/17 0:0 ; • : Approval Date: 05/10/12 r • `.` ` .•• Page 2of7 :.. :` :` :. 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 vaz-intion. .E+ vIDENCE SUBMITTED: Test A eg neF, Test Identifier Test Name/Report Date Center for Applied Engineering 494-060 TAS 101 04/08/94 257818-1 PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 7050.02.96-1 TAS 114 25-7438-7 SSTD 11-93 11/02/95 25-7492 SS'PD 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[lj ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Dire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2 -Component Roam Roof Tile Adhesive AN -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 3MT111 2 -Component Foam Roof Tile Adhesive AN - 160 roof tile adhesive with their file assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use ofNANDI-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 6 00 NOA No.: 12-0228.18 • • • • • • • • • • • go* • Expiration Date: 05/10/17 • •; Approval Date: 05/10/12 • • • • • • s • • Page 3 of 7 INSTALLATION: 1. 3MT11I 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 W04 2 -Component Foam Roof Tile Adhesive AH -160. 2. 3MT"I 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 attachinent with the use of 3MV112-Component Foam Roof Tile Adhesive AI -I-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. 3MT11' 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 Foani 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 RTF1000 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 tinier 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. 3MThi 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 3. 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 Inas been dispensed. 9. 3M711S 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the'Plaeeinent 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 Min. (gravis) Flat, Low, High Profiles 111 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 43 8 NOA No.: 12-0228.18 Expiration Date, 05/10/17 Approval Date: 05/10/12 Page 4 of 7 •o •.• •• . • • •• • • • • • • • • • •: • • MIAMI -RADE CQUNTY • • . • • • i • • • • • • • as • •• •• • • • •• •• NOA No.: 12-0228.18 Expiration Date, 05/10/17 Approval Date: 05/10/12 Page 4 of 7 LABELING: Al l 3MT1112-Component Foanl Roof Tile Adliesive AH -160 containet's shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this systeul. ADHESIVE PLACE, ME NT DETAIL I SINGLE PATTY Nail through plasUecement PaddytSeneathTi'e) undedayment 101n. Opt oral ;ra'RC4afe • �:F P0141 Modar pan andtovat (lits ate 1'a5t�ta flush alea','sT na, Save Course wf. Eare ClosureKeepadhesive approe. 41n. up fromweepholts MIAMI•DADE COtJNi Y ...e s Nall through plastic cement Paddy{0tneathTde) Undedaymtnt rn - -_ Ea'etoxsa Fascla M4.00 Pa.?$ mist ony. Eave closure Keep adhesive approx. Up edge 41n.uphomweopholes 1) Place enough adhesive to aChleve 17 to 23 optonal 2x4's far square lnchesfncontatt%ithThe pan Wo steepphchapp8calons Ran through Plastic Cement 2) Turn Cove is upside doan Place adhes1W V2 In, To 1 Im From outside edge of cover We. Then installthe Cle. o Underlayment lopporaon �S %'`!r""' of tha ecce �•Sheathing course coverh?e. e Mut tosecood course of Opt oral pan 61es.Ensure eaveend ot P0141 Modar pan andtovat (lits ate on longlwdinal flush alea','sT na, edgesoff"re Eave closure weephole Fascia So r tRArtarsh=) NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 S ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement Paddy (Beneath tile) Nail through plastic cement paddy{Beneath tile) Underiayment ° Undedayment len, iIn. 7 in. i 2 In. Eave Course o- - ° Fascia Fascia iveeghole Eat Course Eave closure EaveClosureU Pedge QR1R,OUNTY �� NOA No.: 12-0223.18 Expiratiora Date: 05/10/17 Approval Date: 05/.10/12 Page 6 of 7 Nail through plastic cement / e I Single paddy x31n, under tile ` Single paddy on 2In. dtn. under. ° layment Single paddy` on lap of It ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Faddy Nall through plastic cement (between tile) Elndertayment Parity N (under tile) ° ° Nall through plastic cement S ,'3-11n. x 3 In, under tale Single paddy Single 4tn'l21n• A 3In.x3In. 4in. paddyon / s Single paddy under• onundedayment 2 n. rayment Single paddy Single paddy gave course on top of file Cave 210medium Course size paddy save Fascia course only Nall through plastic cement Singlepaddy under tale Single paddy between lice A 3In.x3In. 4in. _ / s Single paddy -' onundedayment 2 n. Single paddy CaveClosure on top of file 2 In. x 7 in. medium Eave Course sire paddy save course only Fascia END OF THIS ACCEPTANCE . ......... . .. ... .. . .... . ... . ... ... ... MIAMI-DADH COUNTY • • • • • • • • . . . • . . . . . . . . .. .. . . . .. .. .•• . . . ... . . Single paddy under fila Single paddy between Ills �f2 In. x 7 In. medium J� size paddy save ` Fascia Weephote aveclosure Drip edge NOA No.: 12-0228.18 Expiration Date: 05/10/1[7 Approval Date: 05/10/12 Page 7 of 7 CHAPTER 15, SECTION 1824 HIGH VELOCITY HURRICANE ZONES REQUORED OWNERS NOTIFICATION FOR ROOFING CONSIDERATION 1524.11 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. The provisions of Chaptor 15 of the Florlda Building Code, Building govern the minimurri 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 and the contractor. The owner's initials in the )designated space Indicates that fhe item has been explained. L� 11. Aesthetics -workmanship, The workmanship provisions of Chapter 15 (High -Velocity Hurricane Zone) are for the purpose of providing the roofing system meets the wind resistance and wafer intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic Issues such as color or architectural appearance, that are L not part of ci zoning code should be addressed as part of the agreement between the owner and the contractor. 2. Rennealling wood decks-, when replacing roofing, the existing wood roof deck may have to be renailed in accordance with current provisions of Chapter 16 (nigh -Velocity Hurricane Zones) of the Florida Building Code, Building, (The roof deck is usually concealed prior to Pemoving the 1 existing roof system.) "� 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (p„ townhouses, condominiums, etc.), In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking -can be viewed from below. The owner may wish to maintain the archifecturaf appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable, The owner provides the option of maintaining this appearance. S. Pc ndlnnq waters The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) In low-lying ureas of the roof. Ponding can be an indication of structural distress'and may require the review of a professional structural engineer. Pending may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. �.... _ .. 6. overflow scuppers (wall outlefs). It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall's or ether roof extensions may block this discharge 0 overflow scuppers wall oufiets) are not provided. It may be•necessoryfo install overflow scuppers in accordance with the requirements of: Chapters 16 and- 16 herein and the. Florlda Building Code Plumbing. 7. Ven ilalio n: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of affic ventilation shall not be reduced, Excepllonq: Attic spaces, designed by a Florida-iicensed engineer or registered architect to eliminate the attic venting, venting shall not be required, wner's/ gent's Sfgnafure • • • •: • • E7we00, • • • ••• . ••• ••• •a•• • Form. Ali -S26 (Page 2 of 7) New 3J16I09 • : : • • • • • • • • • • • • •• •• • • • •• •• 6 AFTFRRNORDINO-RrTURiiTO: PERINU NIUAtBM LLNUNCE OF C0MNIENCENIE,N, T OR Bk 28935 Pa 3257; Qps) RECORDED 12/04/2013 11:12:31 HARVEY RUVINP CLERK OF' COURT LAST PAGE The tmdersigriLd hereby gives notice that iniprovemen'tti Jlt be made to certain real proper€y, and iitaccordanco with Chapter 113, Florida Stattries,tfie foliotring infarmation is provided in this Notice OfCommencernent. 1. DESCRIM011OF PRO VERIY(Legal descdptionoflheprotxrtypistreztaddzes4,ifaratlable)TAX FOLtato.s1l C9 SUL331Y1S[ON)tj)6t`)_ B c.5P_ a BLOCK f{ 6e TRACT LOi 94-L Ui,UG UYiF, 8, GEN4M%LDESCRIP3'EO'2091,NIPROVEHIEN-1 3. MYNERINtOILMATIONOlt LESSEEINI FOR31Arl0;i1FT11ELESSEECONTMCM a.liameandzddress. + b-ve" fps b. Interasl in property: ` ' � � �' c. Name Aral address We* eimpta iidehotda (f r&ff rent from 4. a. CONTiLWTORIS AME1 S. SURETY(rappiirabte,acopy ortbapayment bond a.Nameandaddros: b.FhonQnumber.� 6. a. LEND F.RIS N Lender`s address: A mountorbond: ENT - b. Phonenunber.ck!;;�A -q S E7VU N Phase 7. Persons within 1ho state ofFlorida designated by OsNner upon Wiwi llotice-s or other documents may be served as provided by Section 713.13 (1) {a} 7., Florida Statutes: a-N,'=eand eddreSs:— — — — — —�5e• b.Pnononambersofdeslgnattdptrwns: — 7 1D $, a. In addition to himself or herself, Ottner designatesof to receive a copy of the Lienor's Notico as provided in Section 713.[3—(I) (b),Florida St -to res.e b. Phone nunrherofpersan or entity desip�rztedby Owner. 9. Expiration date ofnotice of commencement (ilia expiration dale may Ito€ be before the completion of construction and tinal payment to the contractor, but W11 be 1 year from the date of recording Ltnless a ditTerent date is specified): Clr.der Pena Fperiu I der lata tli the list ofl y iso pied and belie€ I {sI;nature OtvnerVKLcssee,or! ,iufhorize WCtr1DIr��ciictor/i'Artit Sia(eof�y'��%"" Counly of DAL Elie foregoing inshlinent was acknostiertged by read the Poregoing notice of contn[encentent and shat the facts stated therein aro €ruo to ore4sti�stiffi �g�0 EXpr��«�& % int NAme and Protide Slguatory 5 ft /i3z 110 DO 9e `,. �: G�8.20!6 •iV :a•• • • •®.ts • •• . •�s +gig • • ; • • • • ,wkra' • a•C4n_• • • !0 yr r` • .`�� • • trustee, attorney for - 1 A t^ ,.,• jYa • • • • • , {name of pa y lxhalf of i~r'h tnstrune�tll�s esy�ll�ed) � • � • • • • � • f Personally Known. or Produced Wittiiieation Type of Identiiieation Produced ,Ni (It aI v• • • � • • • • 09 k `tlyp�•runior - , ip �B3}1t1siSSiori� t�lam of nlriry Pith#ie} Ray.to-oi-! 1(S ittrording) . gn- This Instrument Prepared By Craig M. Dorne, Esq. 3132 Ponce de Leon Blvd Coral Gables, FL 33134 Return to: Salpeter Gitkin, LLP 200 South Andrews Ave, Suite 503 Ft Lauderdale, FL 33301 FOLIO NOS. 11--3206-013-5670 WARRANTY DEED THIS INDENTURE, made this day .of October, 2013, between Washington Capital Group, LLC, a Florida limited liability company - hereinafter called the Grantor*), to Patrick Desbiolles and Lina M. Caravajal, husband and wife, whose post office address is 390 - NE 98th Street, Miami Shores, FL 33138 (hereinafter called the Grantee*). WITNESSETH, that the Grantor, for and in consideration of the sum of TEN AND N0/100 ($10.00) DOLLARS, and other good and valuable considerations to said Grantor in hand paid by said - Grantee, the receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Grantee, and Grantee's successors and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida, to -wit: Lot 1 and 2, Block.42, Amended Plat of Miami Shores section No. 1, according - to the plat thereof as recorded in Plat Book 10, Page 10, of the Public Records of Miami -Dade County, Florida. SUBJECT TO: Taxes for the year 2013 and subsequent years; and reservations, covenants and conditions of record, dedications, restrictions, limitations, easements, rights of way of record; applicable zoning regulations and ordinances imposed by governmental authority and restrictions and matters appearing on the Plat or otherwise common to the subdivision, without intent of reimposing same TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land; that the Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances. Warranty Deed Page 1 of 2 r t *"Grantor" and "Grantee" are used for singular or plural, as context requires. IN WITNESS WHEREOF, Grantor has signed and sealed these presents the day and year first above written. Signed, sealed and delivered in our pr ce: WASHINGTON CAPITAL GROUP, LLC., a Na� Print e ._>,. �� , ., Y Florida limited liability company �2— By: r -J,' Pr ' t Name �_ ,mac c' c-,, Georg ' Besson , Manager 8530 NE 0th AVE MIAMI, FL 33138 The foregoing instrument was sworn to and subscribed before me this day of October, 2013, by George Besson, Manager of WASHINGTON CAPITAL GROUP,' LLC;, a Florida limited liability company, and who is ( ) p?na1��, knower to me or who ( ) produced a Florida driver's license as identification. NOTARY PUBLIC, STATE OF FLORIDA My Commission Expires: [NOTARIAL SEAL] THIS INSTRUMENT PREPARED BY: Craig M. Dorne, Esq, 3132 Ponce de Leon Blvd Coral Gables, FL 33134 o&P Ay Notary public State of Florida Craig M Dome y� My Commission FF 002371 X Expires 0512212017 Warranty Deed Page 2 of 2