Loading...
RF-09-1238 Inspection Worksheet " Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 120136 Permit Number: RF -7 -09 -1238 Scheduled Inspection Date: September 30, 2009 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: PONTON, RONALD Work Classification: Tile Job Address: 552 NW 112 Street Miami Shores, FL 33138 -0000 Phone Number Parcel Number 302136021064 Project: <NONE> Contractor: ALL IN ONE. PROPERTY SERVICES IN C Phone: (305)893 -7663 Building Department Comments RE ROOFING AND REPLACE TILE TO TILE BOUNCE CHECK UNPAID Inspector Comments Passed rJ Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Cnntnmhor , 2a 2nno For Inspections please call: (305)762 -4949 Dine 1 of 4 2 M iami shores Villa ge situ ilding, Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit # DATE: INSPECT1014 AFFIDAVIT -AW/0 /.S/ D6" lh- -- onsed as a (n) contractor Engineer t Architect, (Print name and circle License Type) FS 468 Building Inspector License #: On or about O I did personally inspect the roof dock nail ing and (Date & time) secondary water barrier work at //!' % (Complete Job Site Address) Based upon that examination I have determined the instat was done according to the Hurricane Mitigation Retrofit Manual (Based on 553 4 FS) Signa re State of Florida County of Dade: The undersigned, being the first duty swam, deposes and says that he/she is the contractor for the above property mentioned. L L Sworn to and subscribed before me this 7 6) J* MYCOMMMOWD844032 Notary Public, Sate of Florida at Large %4 ES: February 15, 2013 _ Ae EXPIR ft*dThm8uWKft 'General, BuW4, PWdenK or Roofing Contractors or any irdvdal certified under 468 F.S. to make such an inspection. Induds photographs of each plane of the r9of wkh perat # and address # dearly shmn marked on ft deck for each inspection PWIsed on 6/210M Lab Report No. 09- 090104 Providing olutions to the Roofi Industry C.A, - 0 14.02 g � Lab Certificate: 08- 0514.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 PROPERTYADDREss. 552 NW 112 Street PERMIT No: owNER: Ronald ROOFING SQUARES. 12 CONTRACTOR: All in One Property Services ROOFPITCH.• 3:12 TILE TYPE. Double Roll INSPECTOR INITIALS: NM1NM ATTACHMENT. Polyfoam TEST DATE 9/24/09 Testing Equipment: Di ital Chatillon DFIS 200 Test Tabulation Required Testing Force: 35 Ibs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21 -25 Passed 6 -10 Passed 11 -15 Passed 16 -20 Passed THIS ROOF HAS: PASSED FAILED THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. "ROOF SKETCH" 5' t--► 20' 24 20 5 12 21 3 23 11 30 6 18' 14 16 10 4 20' 19 2 9 1 7 35' FRONT Reviewed "by: Alberto Cardona, P.E Lic. No. 17138 595 West 18' Street Tel: (305) 256 -4550 Hialeah, FL 33010 www.floridatee.net Fax: (866) 333 -6988 Lab Report No. 09- 090104 C.A. #: 26095 Providing Solutions to the Roofing Industry Lab Certificate: 08- 0514.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 PROPERTYADDRESS. 552 NW 112 Street PERMITNo: OWNER Ronald ROOFING SQUARES.• 12 CONTRACTOR: All in One Property Services ROOFPITCH.• 3:12 TILE TYPE: Double Roll INSPECTOR INITIALS.- ATTACHMENT.• Polyfoam TEST DATE: 9/24/09 Testing Equipment: Di itaI Chatillon DFIS 200 Test Tabulation Require Testing Force: 35 Ibs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21 -25 Passed 6 -10 Passed 11 -15 Passed 16 -20 Passed THIS ROOF HAS: PASSED I FAILED THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. "ROOF SKETCH" 5' 20' 24 �- 20 5 12 21 23 3 11 30 6 18' 14 16 10 4 20' 19 2 9 1 7 35' FRONT Reviewed py, ( � r � - ot Alberto Cardona, P.E Lic. No. 17138 595 West I Street Tel: (305) 256 -4550 Hialeah, FL 33010 www•floridatec.net Fax: (866) 333 -6988 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 122254 Permit Number: RF -7-09 -1238 Scheduled Inspection Date: August 20, 2009 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Tin Cap Owner: PONTON, RONALD Work Classification: Tile Job Address: 552 NW 112 Street Miami Shores, FL 33138 -0000 Phone Number Parcel Number 3021360210640 Project: <NONE> Contractor: ALL IN ONE PROPERTY SERVICES IN C Phone: (305)893 -7663 Building Department Comments RE ROOFING AND REPLACE TILE TO TILE. Infractio Passed Comments TIN CAP SPACEING False BOUNCE CHECK UNPAID Inspector Comments Passed El 'RFA'TED AS REINSPECTION FOR INSP- 120133. Drip edge metal must be a minimum of 1/2" away from the structure. NB Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid August 19, 2009 For Inspevvens ploase call: (305)762 -4949 Page 18 of 25 Inspection Worksheet ` Wflawil Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 120134 Permit Number: RF -7 -09 -1238 Scheduled Inspection Date: August 20 2009 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Cap Sheet Owner: PONTON, RONALD Work Classification: Tile Job Address: 552 NW 112 Street Miami Shores, FL 33138 -0000 Phone Number Parcel Number 302136021064 Project: <NONE> Contractor: ALL IN ONE PROPERTY SERVICES IN C Phone: (305)893 -7663 Building Department Comments RE ROOFING AND REPLACE TILE TO TILE BOUNCE CHECK UNPAID Inspector Comments Passed %-1k � Aty. !s l Failed Correction Needed Re- Inspection 0 Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 19, 2009 For Inspections please call, (305)762.4949 Page 13 of 25 C Fib 20 9RCW559861 NOTICE OF COMMENCEMENT OR Bk 26963 Ps 4599 QP9 ) A HEOMW COPY MIST BE PQSTIM ON THE JIB XM AT TW OF FfiW RMWM RECORDED 08/03/200? 13:15:52 HARVEY RUB` €NP CLERK OF COURT ' '? q I� � S MIAMI -DADE COUNTY? FLORIDA PERMIT N o. .� Ti4X FOLIO n n l !; ' - 2 1 7 j 0 Z { LAST PAGE STATE OF FLOROk COUNTY OF MIAMI -DARE: THE UNDERSIGNED hereby gives nodoe that Improvements will be mare to cwta&'t read property, and It woorclance with Chapter 713, Florida Statutes, the follower won Is provided In this Notloe of Commencement. Spero above reserved feu use of reconflog office 1. Lord description of property and t' resx �67/w�/.:'i ar? —I ' AL 2. Dbsm1ption of I nprovernent: A D 3. OwnerW name and address: e±9MOqU142 Z"77-7A/ ` Interest In prey: �? 0 0 5 r 6 7 Norma and ar ldress of fee simple titlehodda- 4. Comm acrr's name, ark " = acrd phone number: ^/ "-' rte. 5. Surr3ty: {Payment required by owner from for, S av_______, Name, addvss and {lion number- _ Amount of bond $ 6. f �!es name and 7. Persons within the State of Florida desi ted byr Owewx upon whom r or other . may be served as provided bar Slice! 71&13(1Xa)7., Florida Statutes, PoF conr�Py Name, address and phone numb: prtl !V & in add m to h mBW, Ow ws the ftbwi g aS A 713.13(1)(b}, Ronda Statutes. Name, address and phone nU kw. se 9 a eKw a4 `gy p( of Ct Ec S.159*80on date of this Notice of Cornmmmerment: HA the 3^earirom of u a dl(f�td d6�e i$ ePed1 WARM oTo owtm ANYPAYMENTS MADE BYTHE AF ER THE NoTim ARE coNS>iED IMPROPER PAYMEN?S LINDER OWTER 713, PART I, SwnON 713.13. FLORIDA STATUr6S, AND CAN INSULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTf. A NO ICE OF MUST BE RECORDED AND POSTED ON THE JOB SITE SORE THE FIRST IF YOU INTEND TO OMIN FINANCING, CONSULT WITH YOUR LW)ER OR AN ATTORNEY BEFORE COMM04ONG WORK OR RECORDING YOUR NOTICE OF COMMENCEMENL fay < Print Name D Print Name TweipfflooAdja L STATE OF owDA 2 �� j / 3� COUNTY OF MWMt -DADE The meat w before me this � , cam+ t3y L . C , or U as or WlWsonally knaam, or U produced the following type of identification• S of Notary Public: Print Marne: (SEAL} NOTARY PUBLIC -STATE M AZDA "' "•. Eddie Isidron Under penalties of perjury, I deoWe that I have rat the foregairrg and • Gomrttission # AD84 0 that the facts stmt In B are true, to the best of my knowledge and belief. �'a,,..a•' NOV.19, 12 BOND& TPlr,itB'I 8pN' 0c0-V= Signatuee(s} of OWnecr(s} or Owria(s }•S Autho>ized O riDirector/ParkwAilanaW who steed afore: By By =M-W was IUV Miami Shores Village ME 10050 N.E. 2nd Avenue Z" Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Expiration: 012412010 Project Address Parcel Number Applicant 552 112 Street 3021360210640 Miami Shores, FL 33138 -0000 Block: Lot: RONALD PONTON s Owner Inf ormation Address - Phone Cell RONALD PONTON 552 112 Street FL Contractor(s) Phone Cell Phone Valuation: $ 8,000.00 ALL IN ONE PROPERTY SERVICES IN (305)893 -7663 Total Sq Feet: 1024 Type of Work: Re Roof For Inspections please call: Additional Info: TILE COLOR THRU (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Renailing Affidavit Cap Sheet Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $4.80 RF -7 -09-35504 $ 297.28 $ 297.28 $ 0.00 Education Surcharge $1.60 Permit Fee - New Roof $275.00 Check #: 6044 Scanning Fee $9.00 Technology Fee $6.88 Total: $297.28 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. July 29, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Julv 29, 2009 1 �9 Nfiaml Shores Village ,. za JUL 2 3 2009 �bP' Building Department 10050 N.E2nd Avenue, Miami Shores,. Florida 33138 B Tel J305)_795.2204 Fax: (305) 756.8972 BUILDING Permit No. ® �rt PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building oofing D Owner's Name (Fee Simple Titleholder) ,, , �/ �C7 ll.! / Phone # S Owner's 'A Address 55:::? AW 112 "x'°' /19 M/ e� city /�' / /��/ j ; / � State Zip ;AO Ito TenanVLessee Name Phone # Job Address (where the work is being done) .5.5- NA01 JI Z ,S T A/ /A 1 City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # 4/" -21316 , 021 ® 6 lo 0 Is Building Historically Designated YES NO Contractor's Company Name A,- — IAI- 4 , 4 46 7 A il, Phone # 4' ' Contractor's ess City d State_-,_ _Zip Qualifier N,4e 040/ AV140 Phone # � , . D.S' -336 --0,5 , State Certificate or Registration No. Certificate of Competency No ArchiteeVEngineer's Name (if appiicabley Phone # Value of Work For this Permit $ / t Square Linear Footage Of Work: 1 ® � Type of Work: Addition, Q i Alteration []New Ud Kep ' /Replace ❑ Demolition a .a. , Describe Wo/ Submittal Fee $ - Permit Fee -$ 11 -2 j 1P--21-- CCF $ +K C Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning Bond $ Code Enforcement $ Double Fee $ Structural Review.$ Total Fee Now Due $ See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address -°°- City State _ r-- --- zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDI'T'IONERS, 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 which occurs seven (7) days after the building permit is' issued In the abs e e of such posted notice, the inspection will not be approved and a reinspection fee will be charged 1! A Signature V, 0, Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this ` The foregoing instrument was acknowledged before me thi day of_3 -Ae 20n by �g \\C-N 05 r-, ro , day of - 1 41 . 20 by who i personall known o me or who has produced who is personally o e or who has produced As identification and who did � pan1(W& as identif ,anon and who did take an oath. NOTARY PUBLIC: ,�`�� �t`..J. ec� '''% NOTARY PUBL ,�•`� �: • ��4 � t es •. /• :�� «„ ,. DAYSI RODRIGUQ 06122/20 i 1 =_ COMMISSION # DD 683799 Sign: _ _ Sign EXPIRES: July 29u�e PubW 1 1 Print. COmmissiol # 4 Print: My Commission pines: �. 1�. J� F L4c�N��o`� My Commission Expires: APPLICATION APPROVED BY: r Plans Examiner Engineer zoning (Revised 07 /10/07) i i ' JUL 2009 R OOF ASSEMBLIES AND ROOFTOP STRUCTURES ` B Ye ___-- - - - - -- r Florida Building Code Edition 2007 High - Velocity Hurricane Zone Unflom Permit Application Form. lon A (Gp-na Qnfermatien) Master Permit No. Process No. Contractor's Name � / j 1 R1 �',ar` /A / 7 Job Address � a IV � cw a A +l ���6s .3 � Z. 6 6 ROOF C ❑ Low Slope ❑ Mechanically Fastened Tile 1] MorbufAdhesive Set TBe © Asphaltic 17 Metal PanellShin les ❑ Wood Shingles/Shakes Shingles i j � ��� ���� .5 . ❑ Prescriptive 13U S 180 g / r" 0� � 114 -1 c�Y ROOF TYPE /� 13 New Roof erooflng ❑ Recoverin I 13 Repair M Maintenance ROOF SYSTEM INFORMATIC 1N Low Slope Roof Area (SF) , _.... Steep Sloped Roof I rea (SF) !�' 7' Total (SF) J65 Sketch Roof Plan: Illustrate an levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly ldentify dhnerr§lorm of elevated pressure zones and location of parapets. 1 I I i I ,; . • . • ; ' • is i ho s ill ©e Arim DATE ' •• • • ZQNING DEPT .... .... . . �� . . . ... BLDG DEPT FLt 1�1 1 E " name •;• � � � � 0 0 � SUBJECT TO COMPLIANCE WITH ALL FEDERAL f � � i i • i i i i • °? STATE AND COUNTY RULES AND REGULATIONS ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Cod# Edition 2007 High-Velocity Hurricane Zone Unite il rrj Permit Application Form. SejcMon D (Steg%p Sljapg j Rnnf SyrA=) Roof System Manufacturer 4(e Notice of Acceptance Number: Minimum Design Wind Pressures, If Appl, ble (From RAS 127 or Calculations): 11j / 7 41511 P1. P2. P3: 71 Maximum Design Pressure (From the Product Approval Specific System): ZIA/ Steep Sloped Roof Sysl�em Descdpdon Dock Type: 'P/1(4wa027 Type Underlayrnaht:1 w -':>O Roof l ope: Insulation: I ty Fire Barrier. Ridge Ventilat! M Fastener Type Spacing: E — I Adhesive type: I 1 ✓ j 1=Vrr Type Sheet 0 Mean Roof Height R Covering: Type & Size Drip Edge: * 60 00: 0 so 0 •• • • 00 000 so 0 4 0 0 saw • FLORIDA 13UMNO CODE BUILDING 0 : 9 0 0 00 00 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Mode Edition 2007 High- Velor4 Hurricane Zone Ufiftrm Penrdt Application Form. Sr>dion E (11W Calculations) For Moment based the )) systearrs, chcroueilherMex6od 1 or 7. Compare the forM values from Mp If the M equal to the M values, for each was of the coat, than the rile attm*manr method is awe. Meths 1 wo Hared Tit cat l Per RAs 127" der M 4 - 74 Prude. Approval Mq /� � •^ j (P2: X a .Mg Z' — L9 a Mr2 L{a' / /y/ Product ApprovalMq (P3:�Xld� - 11 ti =M Pr�uctAPprovaiMq�' Method 2 "Simplified Tik C40dedons Per Tablet Below' d J Required Moment of Resistance ) From Table Below PJmdmx Approval M M uired Momint Resistance" Afton Raw Height -� R4 18' W ; 2V 3W 4W 24A MA 3u SQJ 42-2 3.12 3L2 38A 37A 4,112 A r i d a r *Must be used In cmtjunalon with a list of moment based dk systems endorsed by the Broward County Baud of Rules and Appeals. For Upiift based tiiesym ms use Method 3. Compared the values froF wiMthe val uesfoarFr. FftiwF vabroswegreaterthanorequal todwPrvalues. for each area of tan tool: than the die attachment method is acceptable. Method 3 "Moment Based r.k Cd d d. Per RAS 127" (P x L = x w: m _� - W x Cos B z a F Product Approval V s (P2: x L = x w: a . qt• x cos @ = F, Product Approve! V a X L = x w a . W X cos e'6 :t F Product Approval F' Desedyllon Where to find Mean Roof H — lob Site RodSlone 0 lab She Product AppEngj j s 2 i Restoring Moment due to M Product Approval Reaulmd Moment Reshimm M, Calculated i Minimum Attchment p'• • • qd • • • Reastance • • •• • • • • • • • •• • u r Tile Dimensions L i • Prod*:Npp,*" • • a • • • • 1 AH coWmim tmtst be submitud to • • al • • • . • J ' S I FLORIDA BUILDING CODE— BUILDING • • • • • • • • • e • • ••• • • • ••• • • S I MN SECTION 8440113 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 114402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthaft- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor.; 2. V Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. _ Exposed Ceiling: Exposed, open beam Wiings are where the underside of the roof decking can be viewed 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. The provides the option of maintaining the appearance. 5. 09 Ponding water: The current roof system ;and/or deck of the bulking may not drain well and may cause water to pored (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the IPfe 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. 1 Overflow scuppers (wall outlets): it is required that rainwater flow off so that the roof is not overloaded 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 accordance with the requirements of Sections 84402, M403 and R4413. 7. Ventilation: Most roofist upses)-sd ould ba ve some ability to vent natural airflow through the interior of the structure assembly jthe lJIdJr ji I J. a emsting amount of We ventilation shall not be reduced. It may be beneficial to cafti&t a ddi0 bjrg j h can result in riding the service life of the f. • • • • • Owner /Agent's Signature Date:::: ' : • : Contractor $bgpature Date Revised on 719/2009 • • • • • • M I A M NDADE MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 Cade including the High Velocity. Hurricane Zone of the Florida Building Cade. DESCRIPTION: Vanguard Roll Concrete Roof 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. T)RMMATION 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 M iami D County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. ...... . .... . . . . .. This NOA consists of pages 1 through '� • • • . • .. • • . . . The submitted documentation was revie^i ley ra8y.•TUta..- • • • .. 0 - 1 0-- ... . .�G'''` -...► . .. ... .. .. ... . . . . . . . . . . . .... .... . .. A AR • 0 • 000 • NON No.: 07- 1023.07 Eff Expiration Date: 12/16112 ... . . ... . Approval Date: 12/20107 V Page 1 of 7 . . . . . . . . . . .. .. . 0 . .. .. ROOFING ASSEMBLY APPROVAL Ca o Roofing Suh-Ca or r: Low Profile Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Monier Lifetile Vanguard Roll Concrete Roof Tile, as manufactured Monier Lifetile LLC in Pompano Beach, n. 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 Ainfic ant Dimensions Specifications Description Monier Lifetile LLC I =16 -1 2" TAS 112 Low profile, interlocking, high pressure Vanguard Roll Tile w =13" extruded concrete roof file equipped with one %Z" thick nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use w = varies at hips, rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 SUBMITTED EVIDENCE: Test AnenM .Test IdentiSer Test Name/Renort Date Redland Technologies . 7161 -03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108 (Nail -On) Redland Technologies PO402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied 94 -060B Static Uplift Testing March, 1994 Engineering, inc. PA 101 (Adhesive Set) The Center for Applied 9W084. • Static Uplift Testing May 1994 Engineering, Inc. •• : : PEA 101 (Mortar Set) •• • • • • • • Redland Technologies X0 • 3 I-A • • • • • *: Wj d Tunnel Testing July 1994 PA 108 (Mortar Set) .. . .....• . . .. . . . . • . .... . . . . . . • :.0 • NOA No.: 07- 1023.07 a Expiration Date: 12116112 . • • 0:0 Approval Date: 12120107 ' ' Page 2 of 7 . . . • . . . . . . • •. .. • . . .. .. ..• . . . ... . . Test Agency Test Identifier Test NamelReport Date Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 PA 108 (Nail -On) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -76 ❑ PA 100 The Center for Applied 25- 7183 -1 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Direct Deck) The Center for Applied 25- 7183 -2 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Battens) The Center for Applied 25- 7214 -2 Static Uplift Testing March, 1995 Engineering, Inc. 25- 7214 -6 PA 102 (1 Quik -Drive Screw, Direct Deck) (I Quik Drive Screw, Battens) Celotex Corporation 528454 -2 -1 Static Uplift Testing Sep. 1998 Testing Services 520109 -2 PA 101 Dec. 1998 Walker Engineering, Inc. Calculations Aerodynamic Multiplier August 2007 Walker Engineering, Inc. Evaluation Calculations 25 -7183 March 1995 Walker Engineering, Inc. Evaluation Calculations 25 -7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7496 April 1996 Walker Engineering; Inc. Evaluation Calculations 25 -7584 December 25- 7804b -8 1996 25- 7804 -4 & 5 25- 7848 -6 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers October 2007 Walker Engineering, Inc. Evaluation Calculations Two Patty Adhesive Set System April 1999 Nutting Engineering TAS -112 13343.1 June 2007 ..... . . . .. .. •• ••• •• • • • •• •• • ••• ••• • • • • • • • • • • • • • • • . • . NOA No.: 07- 1023.07 Expiration Date: 12/16/12 0 :0 . . . . 0 :0 . . Approval Date: 12/20/07 . • • . • Page 3 of 7 . • . . . • ... . . 0 . 0 .•. • . 3. LDGTATIONS 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 RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the 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.I Monier Lifetile Vanguard Roll Concrete Roof Tile 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 (lbf) Length -1(ft) Width w (ft) Monier Lifetile Vanguard Roll 9.2 1.38 1.08 Tile Table 2: Aerod namic Multipliers - I I ft Tile x (ft) (ft ) Profile Batten Application Direct Deck Application Monier Lifetile Vanguard-Roll Tile 0.266 0.289 Table 3: Restorin g Moments due to Gravity - M ft-lb Tile 2 ":12" 3 ":12" 4":12" 6 ":12" 6 "Ar 7 ":12" or Profile greater Monier Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Lifetile Deck Deck Deck Deck Deck Deck Vanguard 5.30 6.03 5.24 5.97 5.16 5.87 5.05 5.75 4.92 5.60 4.78 5.44 Roll Tile ..... .. . ... ...... . •• • ••• ••• • • • • • • • • • • • • • • • • • • i • • NOA No.: 07- 1023.07 a Expiration Date: 12116112 va ... • ... Approval Date- 12)20/07 • • • Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - M (ft-lbf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19132" plywood) Plywood) Monier Lifetlie 2 -10d Ring Shank Nails 27.8 37.4 28.8 Vanguard Roll 1 -10d Smooth or Screw 8.8 11.8 4.1 Tile Shank Nail 2 -10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 E a 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Cli 1 -10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Cli 2 -10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field C li p) 2 -10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Cli t � Table S: Attachment Resistance Expressed as a Moment Mf (ft lbf) for Two Patty Adhes Set Systems Tile Tile Application Minimum Attachment Profile Resistance Monier Lifetile Vanguard Roll Tile Adhesive 26.1 1 See manufactures component appro for installation requiremerds. 2 Flexible Products Company TileBond Average weight per patty 11 A grams. Polylbam Product, Inc. Average weig per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Monier Lifeble Vanguard Polyfbam Pol ProTm 86.61 Roll Tile Polyfbam PolyP 45T 3 Lame paddy placement of rams of Po ProTM. 4 Medium paddy Placement of 24grams of PoIyProlm. • • • • • • • • • • • • • • • • • • • • • • ' ' ' • • • NOA No.: 07- 1023.07 Expiration Date: 12116/12 0:0 • . . . • . • . • Approval Date: 12/20/07 • ' ' ' Page 5 of 7 ... . . • .•. . • Table 8: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Monier Lifetile Vanguard Roll Tile Mortar Set 20.60 5 See specific mortar manufacturers Notice of Acceptance 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: 'Miami -Dade County Product Control Approved ". VANGUARD ROLL MONIERIMTII.E LLC, VANGUARD ROLL TILE IDENTIFICATION MARK (POMPANO, FL PLANT) LOCATED UNDERNEATH 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. 00 • •• • • • • ••• • so 0*0 •• • ••• ••• • • • • • • •• • • • • • • . • • • NOA No.: 07- 1023.07 Expiration Date: 12116112 ... . ... Approval Date: 12/20/07 • • . • Page 6 of 7 0 00 • • . • • • . • • • 000 0 PROFILE DRAWING \ 14 « 11" 16 -1/2" 13" MOMER LIFETILE VANGUARD ROLL CONCRETE ROOF TILE END OF THIS ACCEPTANCE see • •• • • • • ••• • • • • • • • • • • • • s • • • • t • • NOA No.: 07- 1023.07 Expiration Date: 12 /16/12 • • • • • • • • • • • Approval Date: 12/20/07 i i i i•i i s i Page 7of7 • • • • • • • • • • • •• •• • • • •• •• •.• • • • 61t • • M to M FDADE MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 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 NOA renews NOA No.0 1 -0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by J ge L / A �f ccbo. • .• . • • • • • • • . • • • • t o NOA No.: 06-0201.02 • • • 0:0 • • • • • Expiration Date: 05/10/11 i • i i i •• •• i i Approval Date: 04 /13/06 i• : •••• i i Page 1 O 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• t ••• • • • 000 • • ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. 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 Polypro@ 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: Prculuet Dimensions wen Product Description Specifications Polypro@ AH160 N/A TAS 101 Two component polyurethane foam adhesive Foampro@ RTF1000 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 Polypro AH160 roof file adhesive. PHYSICAL PROPERTIES: Test Results Density ASTM D 1622 1.6 lts3./ft 3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft' 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 Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% 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. w oo . . ...... . . ......... . • .. ... .. . . ... NOA No.: 06- 0201.02 • • • 0:0 • • • • • Espiration Date: 05/10/11 0 00 • : : : • • : : : Approval Date: 04113/06 0 Page 2 of 7 • • • • •• • • • • • • • • • ••• • ••• • . • • ••• • • • • • • • • • • . • • •• •. • • • •• •• EVIDENCE SUBMITTED: Test Agency Test Identifiier _Test Name Date Center for Applied Engineering #94460 TAS 101 04/08/94 257818 -IPA TAS 101 12116/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04130/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01- 6739 -062b[l] ASTM E 84 01/16195 Testy 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 52845410 -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 LEMATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. PolyproO AHI60 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 polypro® AHI60 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 file adhesive with their the assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. � I 1 F' . w •• ••• . . . . . .. i2" ........ • ...... 00 0 MS • • • • • • . . .. • .. ••• •• . . . a NOA No.: 06- 0201.02 • • • • • • 000 • • Expiration Date: 05/10/11 • • • • • • • • Approval Date: 04113/06 • • • • • • • • • • • ••• •�• ;• ••• ;•• ••• Page 3of7 .•• • • • • ••• • • • • • • • • • • . • • •• • • • • • • • •• ••• • • • ••• • • INSTALLATION: 1. P AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polyprog AH160. 2. Polypro@ AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof file assembly's adhesive attachment with the use of Polypro® AH160 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. PolyproQD AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro O AH160 Operating Instruction and Maintenano a Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Fo>ampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall beset to deliver 0.0175 to 0.15 pounds per the as determined at calibration No other settings shall be approved. 6. Polypro* AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polyproo AH160 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 Polypro® AH160 has been dispensed. 9. Polypro O AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic the profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Single Paddy Two Paddy Weight Detail Weight Min. per paddy Min. (gra ms) (grams) Flat, Low, High Profiles #1 35 NIA High Profile (2 Piece #1 17 /side on cap and N/A Barrel) 34 /pan Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 g LABELING: All Polyprog AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . .. .. .. . %: . . ......... . • . .. ... .. . . . .. NOA No.: 06- 0201.02 • • • • • • • • Eaplration Date. 05110 /11 . . . . . . • • • • • • • • • Approval Date: 04/13/06 •�• •�• �• ••• :.. •.• Page 4of7 0 *0 . . . . . . . . . . 66 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY coos I 1 • rm.ca�se • •{� hub a PA*DO Emcksm Famb M�r Pdftbft d� • s• • s . • • • • • ••• . •• • • • . . o • NOA No.: 06-0201.02 Expiration Date: 05110/11 Approval Date: 04113/06 Page 5 of '7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY ."del a 7r� I. 7 In% � e Eecom . % We** f�recoo Emc Em 71 e EmC@@ m • t i• • • • i • •• i•• •• • • • to a NOA No.: 06- 0201.02 i • • • • • r • • • • Expiration Date: 05110111 • • • • • • • • s Approval Date: 04/13/06 • ••• �• ••• i•• ••• Page 6of7 •ri • r • • ••• • • • • • • • • • • • • t •• •• • • • •• i• 040 • • • •s• • • ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Mall Plastic cement ftMy Nall fto* p Sb*Pm* un&r fb Mulad"N"d NO Paft bfteen fie PS* tue) 21fl.x7kine im o nly 3 in. � r tn.x 3In. x3� J 4In. Ilk SMO dy ao 21n. 4In, Singla o emhw- layment on top of � > of No dwx � E wednn on top ram Commonly NIttva00 e coment a O I+ behmen Ift e V�Iin.x 3 ln. 41n Sho Pof 2 onumiffiayment NO pally EneClosme on top of No 2 Pa x 7 qa nreaEtana EMCOM PM* am comse only Fascia END O;F'T IS jkCCf ANCE . ......... . d NOA No.: 06-0201.02 • • • 0:0 • • . • • Expiration Date: 05/10 111 i• i i i •• i i o Approval Date 04/13/06 • • • • • • . . •• • • • • • • • Page 7 of 7 • • • • • • • • . ••• • • • • ••• • • • •• 00 • o . .• ••