Loading...
RF-06-654Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 �nspectian Number: INSP -24935 Inspection Date: 08/25/2006 Inspector: Grande, Claudio Owner: WILLENBORG, BLAINE AND LORI Job Address: 1255 95 Street NE Miami Shores Village, FL 33138 -2549 Project: <NONE> Contractor: JOHN BUSTA ROOFING INC G25 kEco Block: Permit l lurrtber RF-3-06-654 Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)754 -2604 Parcel Number 1132060144000 Lot: Phone: (305)757 -7620 Building Department Comments Thursday, August 24, 2006 Page 1 of 2 t Passed Oa/ 6 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, August 24, 2006 Page 1 of 2 c•r•v•1.1 •N•G•I•N•E•E•R LG ENGINEERING SERVICES, INC. Consulting Engineers 2020 Northwest 7th Street Miami, Florida 33125 Tel: (305) 649 -6454 Fax: (305) 541-3298 John Busta Roofing 300 Northeast 91 Street Miami Shores, Florida Project: Dear Sirs; TILE UPLIFT TEST Residential Home 1255 Northeast 95 Street Miami, Florida June 28, 2006 Information provided by client: Permit Number: RF06654 Date Completion: June 17, 2006 Roofing Contractor: John Busta Roofing LG Engineering Services, Inc. Project Number: LG06 -2400 (Testing Laboratory Certificate #00- 0224.07) In accordance with your request and authorization, a representative ofLG Engineering Services, .Inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Flat Atlantis Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Initially the entire area of the roof was examine for loose tile.. More than 10% of the roof tile locate in the field area and more than 20% of the roof tile at the roof perimeter and corner were phys examined. LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. 7Mohamad Sonny Salleh, P.E. Project Manager TILE UPLIFT TEST Residential Home 1255 Northeast 95 Street Miami, Florida Report of TILE UPLIFT TEST for Residential Home 1255 Northeast 95 Street Miami, Florida Project Number: LG06 -2400 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass LG Engineering Services, Inc. — Tile Uplift Test Result -- Project Number: LG06 -2400, Page I kOM + + + + + + + + + APPPDX, t;OOF Tl;51" LOCATIONS AMP t2I N NSIONS BUILDING I PERMIT APPLICATION, FBC 2001 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax. 0 - 756.8972 C E O V Permit No. Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) ?/tF ,%L R/ G a€ Phone # ° 7..5' I.24ar Owner's Address / ?s /f/9'-r-74,94. City /�9t% State Az. Tenant/Lessee Name AM Zip 33/3,- -Z5-517 Phone # Job Address (where the work is being done) ; City Miami Shores Village County Miami-Dade 3,/3g- Is Zij �'„ 3g° IS Building Historically Designated YES NO Contractor's Company Name Contractor's Address .761'0 a, /VS- City Qualifier e%/// Phone # State d • 'Zip 53/5 State Certificate or Registration No.eee_agrav Certificate of Competency No. Architect/Engineer's Name (if applicable) /isA Phone # N/ $ Value of Work For this Permit of Work: Describe Work: ['Addition Alteration [New Square Footage Of Work: 93-0 Repalr/Replace 01' ❑ Demolition n✓j ****************************Fees****************************** Submittal Fee $ 0 Permit Fee $ G. S-0 �---- . CCF $ 431.00 CO /CC Notary $ Training/Education Fee $ 1 . OIC) . Technology Fee $ . 2 Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 2-i • 2e. (Continued on opposite side) Bonding Company's Name (if appli able)4/ Bonding Company's Address City .0 State 4# Zip .1‘41 Mortgage Lender's Name (if applicable) Mortgage Lender's Address /0 City A 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 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 which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will n be appro ed i d n fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this �y day of ���20g� , by day of p ®le. ��� , 2O° by • who is personally known to me or who has produced who is personally known to me or who has produced I1N11111101 as identification and who di`c��d�ngoc4gi ,i �� °�G,�(l�Ye'21q 'C9 °� r �.. :*: Signature Contractor The foregoing instrument was acknowledged before me this 3 As identification and who did take an oath. lillur. Sign: a�����j glow; :gU� d ✓� / 5 Se • + /s /4% : :o Print: 4��KL.. ; c,• ,� +e A. 9 �� ?rn N My Commission Expires:'* �• ° * _ . 'y eondedvo •a44��C p.': /ii�,o•: puWN:Unde�':' APPLICATION APPROVED BY: Chc 05/13/03 NOTARY PUBLIC: Sign: Print: �Ia,pQ, My Commission Expires: ***** * * * * * * * * * * * * * ** * * * * * * * * * * * * * * ** • 138328 ;1,7 i.,@hi Qa 0sNllilll4igy * * ** * * ** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** l% © 1 Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT 1111111 11111 111111 11111 11111 11111 11111111 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION TAX FOLIO NO.11: "9: 447,1, PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. CFN 2006R.0266606 DR Bk 2431E Ps 2555; (1139} RECORDED 03/13/2006 12 :17:17 HARVEY RUVIiir CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE 1. Legal description of property and street address: RAO/ s 07a 3 �i' r • s° .5309-597 2. Description of improveme 3. Owner(s) name and address: � �rA�� f ��. �3/ .� $' ���� /ass �t/� 9s11L.g Interest in property: bill(/, -FR- Name and address of fee simple titleholder: 4. Contractor's name and address i;_ 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: WA • Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1) {07., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a a re of Own Print Owner's Name 1.,% Sworn to and subscribed before S . ,...ssv•-gL,s:xG-«- _ .IJ ramous -,j� ._ me this � day of ` l a- Notary Public 50.m.44-Asot1/4.. Print Notary's Name,•; My commission expires: 'igepared by,,7 -405 t /&574 x ;"se I r rt% 'O res .�-'9/ OkAirr * . _ • • Q i f00 1.328 gip tlon A (General lnllormatlon) Master Permit No. 12F- (9v— (e 5' f Process Rio. Contractor's Name C2//,V & 769 , A7A)6 " P' Job Address ___ �E 95°1/ - ROOF CATEGORY CEPVED D Low Slope D Ac Shingles D Meohardcally Fated The D D Metal PanaliShirples ' Wood S 0 Pnescriptive BUR-RAS 150 Gas/ - Yes ROOF TYPE Type: Natural O CPGX O O New Roof G Re- Roofing 0 Revering D Repair D Makdenance ROOF SYSTEM INFORMATION S Roof Ares (S) Ste. Sloped .Roof•Area (SF) Total (SF) Section B (Roof, Plan) Sketch Roof Marc illowbuts all laves and n% roof drains. Peers, overf ow sue. and overflow drams !Wade moons of sectlorm and lev clearly Idwrtlfy dimensions of elevated possum zones and Wallomm of parapets. 1lMMM■M MMIIMMMM■ MMM Mi■■l MMMMM■M M■ MMM MiMMMMMUMMEMIMMMIMMMM /!M /MiiiiMMiMMMisin IMM Maaa MMMMMMMMMMMIMMMaMMMMMiiiMMMMMM man iMMMMMUMMMMMMMMMMiM /M/MMMiMMMMMMM /■ IM /IMMMIIiiMMI■MIIMMWMIU MMIM MM MMM MIMI/ IMMM!/ iMIMMMIMMM/MMMMMMMMMMMMMMMIMMM■ iMMIMMM MM■M MMMMM M■ MMMMMM I7MMiaalM■ MMMMMMMMMM MiMMMM MMMMMMMIMMMMMMMIMMMIMIMMMM IMIIMMMMMMMMM■ IaaMMM IM■ aMMM MMM■ IM MIIMIMMiI■MM MMMMMMMMMMIMMIIMIMMMMMMIMMMIMMi innu mi.al.MMMMMMMMaamn mini/■i mmi liMlMMiiMMMMMiiiIMMMMMMMMMMMMMiiiMMMMiiMMMi ►iala mi lmamm im momMMMM MM■ A1i■M mamiaM ii> 1MMMMMiMiiIMMMMMMiliiMMMiiMMiMMMMMMMM# iilmm■ immiaoiimnifnMiYMiita■ MMMmm ■ ■MMMMiiIaaMMailamMWMiammi maimiiMMMaimmMmai IMMMM MMM MM IMM MI■ iTMMMMMMMMMMMMMMMMOMM■ MMMMMMiMMMMMMM ■ /MMMMMMMMMmiMMiiMMMMaM■ mummimimnMm namnlAlinimmilimmmimimmi iiimm um iM mimiliiMMMMMMMiiiiimmuniIMiniiii■ fMMIMMa■ mmin alutummo ksMiiiiiiiiitiiiMlamminiMliili /iMMMf(iMiiiMIMMMMiImmil iM imnnmmM lumugCSymosomms ! rmMaMMiiMIMmmimumminum iiiMMMiiiiommmxi mummMMMMiemmomm■ fimm ■■lama...iiim in ifMm■ 5` laMM amisrm anman iaii■ aimIMMMMIammiMimiammalmmiammaiM IM mamWmiimmiminnimmenMM am liaim mmmaaaM nWm mam■ mmmi lm■mmmamiMmmMmimmimamiiiman■ faimummuniaiammmim iM mml mlimmum iiMMiiMiiMMiiiiiiiMMiiiiiitiiMMiiiiiiiliiiiimar immmMM mminM i■ismiamaMiiirrnmmmmiamoiaimaii mni mmMMMMMMmiamiiaamilammlmaaaM■ immammai mmMWiimmmi' numITC) LmiiiMMMMMi/ iiiimorimsma sMiiinsimmuiiMMiiiiiiliiiil ial•■aimituna.mniummu umnifmmaaiiiMlMimmumm uM ■m Mii mmaliilimmanaiaamMianMimi 1MmmanniummmamilimminniallMM MMi misiMMinimu MMMMMMMMMMMMMMMIIMMMMMMMMMMMMi inMiMalmmmmmwmml roam■■ i■■ UImMMmM ama■ iMMiiMMM■■M MMmim[iinnmallmMmNmmMMMMMimmamm fail mwirmoisaarnme-------- m- mtai lMWimWWWWIIMamamMmimailmimamaaisimaamlimii iia.MML r�� �� ��a��W . :■ i. 1... na mmumnmaommMMaaMMllmaiMMMMMMiMMM I MM■ Ma■ IMIMMMlMMMinimummIMMMMMM■aaaiti MM■ tr6l MMMIMIMMMMimmiMMMIMiimmarmiaail iI MMMi tiMMMMMMMMMMMMM iM i■ iaM iMM MM MM MMa\■ i% mMa iiMMMMMMIanaiMMtnMMaaMI MMMMI/MMM - "` ,__ MMM MMIaMi minimmiIMMMiimumnIimm M ■■ r.■MM M■MMMMMMMMIMMMMIMMMMMMiMMOMMION II ■IMMII>TMIIIMM /IM/MIMM/ it illlMM // alt/!! l/ Ml: llltMllMlllM /lIIMM!!Ml /!! / /ll /il! 1/ II/ MtiII !!I /i /!I /M!■II /M! /IIM�Iitii UM NIME RIMMIMMIU /!!!!!MIMMNIMti /!MM!!/ I ■!I /III -' UlIei.u:IIIIIII . m al����u• Ill////' tiri /!'I!r/!i'I /!ti!! /!i!! /xllnisms III/ iiaimmI $Itklal3I / /IIllill.iilil■ Ili; li /MMMII / /MMMIMIIIMI!/llli!l1li /ill■ i■iilinsimI /■Rilsmniarammai/ it /!liti mussiiliillMIMIMIIiiIM■ //Malt /iM ■MI /mil II■ I IIIiIIMIIIlII'fimM>rMMM /MIMMfI/ Wai / /I/ iMiIMIMMMMIInsmorMaMMMIrMIMMIiIMMaraM INOWNWMMMMMMIId► XMAM WMIINIlMMMINA MMAMMMIThIMMMEMIaMMMMMIMMMIMMIIMIMMMMMMMMMI iMMMMi mils animasnalUME. MMMMMiIMMMMiiMMdtMMMMMMIMaMMMM1iMMMMMMMMIMiIMManninn 1MMMMMB�_�,- - s � ifmiumMMMimmema MMMMataaaMMM ummirmim ■ tMM■ Milli■ rrMMir�llMt�IM�aM�rfM�iMtlfa %imoMMMMMIMMMMMaiMMliilmisi mill isms■ Immimmnmm nonninmiiiiimnmmoaamnammamm7Omom on\ nm ■mmnmminmmmnnmaimmilMmmm•aiamm# IU• uIXIM IuII■ IIIII IIIu• IIIa uuIIIIIII!I Iil IIMulII IIIIIlIIIIIIIIIaIIIIuluIIIII / t/ t/ ltltllMMIII MM /IIIMIIII ■MII! ■ /MIMlflllill/ /iii /■i!I!a ■t / /!olio // /Ii /i ■Ii IIMIM /IMMIiMMMMIMIMMU MMMMMMWIMaaMaMimi mimmansimarnIMMMMMMM MMMMMMMaMaIM Into■MiMmmummnim minnummo miiiaaailiiiManim mu mamamMMMimMaii ii ismini immi■ iaiaaalMMaaliiilaimmminin■ shins mu mmml mmmimmimmmimnm ■inmaliaimasimmaimmmi limnnmmimm marl mmmmmm■ mmnmmimmmmmmnamnimmmanammiinnm Mmmnmiammmmmaaiimminmmmm InmmmmniimnlimmamiimamaMammm si m um immooMmm■ mmmmimmaamimaammnmiimnamiamaam■ Inn■mammnim■mmaammorwarmi ill mmmmmmonm ommaam■ mimmmmimnmmnmimmmmmammmnaiamm■ faimmanmmmmmmmmm mammMmnnMiamilmmmmmmmm■ mm itmmn■nailmnmommnmmminmmmmamamm ma iMmanmmmM mmmiaamom maiaamam immmiummnm mm mamimarmrs immianllmmmn#mmmnmimmomm mmummimummummunimmammommummknannsmommilimmlimmammommumminsummmmummummilm imamlmlammoaimlisi immlmammlmmmMmmminlititiffMINA MaWirninmimmammmaainnm immilmm 123 01-48 8/03 PAGE 2 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: , ' %0 - �' i //Z. , Notice of Acceptance Number: Z',2 //. e, Z Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: °° 1/7.6 P2: -700,4 P3: - /c7O. Maximum Design Pressure (From the NOA Specific System): 4167, . Method of the attachment: Pa-WIRD -7-m 1/917 Roof Slope: "7 :12 Steep Sloped Roof System Description Deck Type: •� u ype Underlayment: nsulation. /3 ,4s7 %mob d? / Y lZ ti(�/i i/ 'Q if/ /A Fire Barrier: Ridge Ventilation? ///A astener Type & Spacing: ✓r ' 4'1 eigiPs �o/1SOaz'4 dhesive Type: Mean Roof Height: D AcSPA4:47-‘-77E e/I4(37-k ype Cap Sheet: qo /4,37A Tjleol/i,.f:�. oof Covering: , 7^IA//7,i - sIA77- AliAt €i'L@gL Z4',U2, Type & Size Drip dge: r: 123_01 -48 5/03 PAGE 4 Florida Building Code Edition 2002 HI h V = .. Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compared the values for Mrwith the valves from M i. If theMf valves are greater than or equal to the Mr valves, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" t/i g z A. 0 g9 = OO ) - Mg: S 9 =ma ROA Mr (P2: erP / ., m 24(f ) - Mg: NOA hk (P3:101. z 7L Y. ;"; _ '�'` • /fir) - Mg: = NOA M Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below 3."?, NOA Mr Mr Required Moment Resistance* Mean Roof Height 15' Zr.) 25' 30' 40' — Roof Slope 2:2 34.4 36.5 38.2 39.7 - 42.2 3:12 32.2 34.4 38.0 37.4 39.8 30.4 ( 33.8 35.1 37.3 5:12 28A 30.1 31.6 32.8 34.9 8:12 264 28.0 29A 30.5 32.4 7:12 24.4 25.0 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area•of the roof then the Me attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (PI: zl: = z w:= ) –W: cos 0: = Fn: NOA F (P2: al: = z w: ) -W: cos 0: = Fa: NOA F' (P3: zl: = z w:= ) –W z cos 0: = Fes: NOA Fl Where to Obtain Information Description Symbol Where to find Design Pressure Pl orP2orP3 RAS 127 Table 1 arbyan engineering analysis prepared by PE based onASCE 7 Mean Roof Height H Job Site Roof Slope e Job Site Aerodynamic Multiplier NOA Restoring Most due to Gtavity Mx NOA Attachcusat Resistance NOA Requited Moment Resistance Calculated Mnimmn Attat b»t Resistance Required Uplift Resistance Ft NOA Calculated Avenuge Tile Weight , Tile Dimensions W NOA length 1 w= width NOA All calculations must be submitted to the Building Official at the time ofpemdtappllwtion. 123_01 -48 5/03 PAGE 5 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 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 Chapter 15 of the Florida Building Code, Building 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 own and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) e fo . the purpose of providing that the roofing system meets the wind resistance and water intrusion performan e standards. Aesthetics (appearance) issues 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 dressed as part of the agreement between the owner and the contractor. 2. Renalling Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (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 (lie. 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. `0`' 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be ea from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may se water to pond (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 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 outlets): It is required that rainwater flow off so that the roof is not r -ded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of e'structurai assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be benefit aI to co sider ad venting n ; venting which can result in extending the service life of the roof. wn is /Agent's Sign 3 / 3 Date (Q�(Q5 L-( Property Address Permit Number -litv: 2OOg; eomputer ServI 8rmdrng oeP ent - - -- Contractor's Signature MIAMhDAO� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20th Street Boca Raton, FL 33431 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Atlantis Shake & Slate 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. 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 consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/93 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: Roofing Flat Profile Roofing Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC 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 Analicant Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces 1 =15" w =10' /8" 1 'A" thick I= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency 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. Test Sneciflcations PA 112 PA 112 Test Identifier 7161 -03 Appendix III 94 -060A 94-084 25 -7094-2 25-7094-8 25- 7094 -5 Product Description Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Dec. 1991 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09 /03 Page 2 of 6 Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Red land Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corpomtion Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier 25- 7183 -6 25- 7183 -5 25- 7214 -1 25 -7214-5 7161 -03 Appendix II Letter Dated Aug. 1,1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations Test Name/Renort Static Uplift Testing PA 102 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Qurk Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik-Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik-Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier Moment of Gravity 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System Date Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 Dec. 1998 March 1999 March 1999 Sept. 1999 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01109!03 Page 3 of 6 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 32 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. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate 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 (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Atlantis Shake & Slate Tile 8.5 1.25 0.865 Table 2: Aerodynamic Multipliers - R. (ft3) Tile Profile X (ft) Direct Deck Application Monier Lifetile Atlantis Shake & Slate Tile 0.24 Table 3: Restoring Moments due to Gravity - MA (ft -Ibf) Tile Profile 3 ":12" 4 ":12" 5":12" 6":12" 7 ":12" or greater Monier Lifetile Atlantis Shake & Slate Tile Direct Deck Direct Deck Direct Deck Direct Deck DirectDeck 6.0 5.9 5.8 5.6 5.5 NOA No. 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09 /03 Page 4 of 6 Table 4: Attachment Resistance Expressed as a Moment - Rif (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetlle Atlantis Shake & Slate Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field 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 Nalls' 50.3 65.5 48.3 1 Installation with a 4" tile headlap and fastemers are Ioceted a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Adhesive 31.33 2 See manufactures component approval for installation requirements. 3 Aodble Products Company TileBond Average weight Poiyioam Product Inc. Average weight per Ratty per patty 13.9 grams. 8 gram. Table 5A: Attachment Resistance Expressed as a Moment - Alf (ft -lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile P0IyPr0TM 118.94 PoIyProTM 40.4' 4 Large paddy placement of 45 grams of PolyProN. 5 Medium paddy tacement of 24 gramsof PolyProml. Table 5B: Attachment Resistance Expressed as a Moment - Mf(fl< -Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Sets 39.0 NOA No.: 02- 1211.08 Expiration Date: 12/16/01 Approval Date: 01 /09/03 Page 5 of 6 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement "Miami -Dade County Product Control Approved ". 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. PROFILE DRAWINGS Tyr WAIERIACK '."q},y \� •..'_� mite •, vie mvr.. ORAN • MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 6 of 6 MIA IAM MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 2400 Spring- Stucbner Road Spring ,TX 77383 -1132 BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FI.AGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 • CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Two Component Polyurethcne Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify,. or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0521:02 EXPIRES: 05/10/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 06/14/2001 1h04500011pe200011templates nodce acceptance cover page.dot Internet mail address: postmaster ®buildingcodeonline.com Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance Office Ilomepage: http : / /www.buildingcodeonline.com Polvfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roof Tile Adhesive Materials: Polyurethane Approval Date: June 14, 2001 Expiration Date: May 10, 2006 1. SCOPE This approves Polypro® AH 160 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 tlat, low, and high profile roof tiles system using Polypr tz 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 2. PRODUCT DESCRIPTION Manufactured by Applicant Polypro® AH160 Foampro® RTF1000 ProPack ®30 & 100 Dimensions N/A N/A N/A Test Specifications PA101 Product Description Two component . polyurethane Dispensing Equipment Dispensing Equipment 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assctnbly having a current NOA which list uplift resistance values with the use of Polypro A11160 rooftile adhesive. 2.2 Typical Physical Properties: Property Tad Density ASTM D 1622 Compressive ASTM D 1621 Strength Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor ASTM E 96 Transmission Dimensional ASTM D 2126 Stability Results 1.6 Ibs.ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ •400 F.. 2 weeks +6.0% Volume, Chan - c Humidity.. 2 weeks (rank Zuloaga, RRC Product Control Examiner Polvfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 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. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polyproo AHI60 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. e_2 -w F MS 4. INSTALLATION 4.1 Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH 160. 4.2 Polypro',4 AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH 160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. PolyproQ AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyibam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® AH160 shall be applied with Foampro RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AI1160 shall not be exposed permanently to sunli 3 Prank Zuloaga, RRC Product Control Examiner Polvfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH 160 has been dispensed. 4.9 Polypro® AH 160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile TileProfile Placement Detail ' Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles 111 35 NIA High Prof fc (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A ,Flat„ Low, Profiles #2 24 NIA Low, I h Pules #3 8 S. LABELING All Polypro® AHI60 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. Frank Zuloaga, RRC Product Control Examiner 4 Flat/Low Profile Medium Profile High Profile Medium Paddy Placement Flat / Low Profile Tile 1) Starting at the cave course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 3/4" (19 mm) foam paddy onto the uaderlayment positioned as shown under the strengthening nb closest to the overlook of the tile being set. 2) Continue in sane warmer. hare approximately 10" (643 cm2) -12 (77A &) square inch adhesive contact with the underside of the tile. Medium Profile Tile (Double Pan Tile) 1) Starting at the cave course, apply a minim= 2" (50.8 muds) x 7" (177.8 mm) x. 3/4" (19 mm) foam paddy onto the underlaymeut positioned as shown under the pan portion of the tile closest to the Overlock of the tile being set. 2) Continue in same manner. Insure approximately 12 (77.4 ems) - 12 (90.3 ad) square inch adhesive contact with the underside of the tile. High Profile Tile (Single Pan Tile) 1) Starting at the cave course, apply a miniinma 2" (50.8 mm) x7" (177.8 mm) x3 /4" (19 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2) Continue au same manner. Insure approximately 17 (109.7 cm2) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. Polyfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Frank Zuloaga, RRC Product Control Examiner 6 Poiyfonut Products, Inc. ACCEPTANCE No.: 01-0521.02 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Frank Zuloaga, PAC Product Control Examiner 7 • Poiyfoann Products, Inc. ACCEPTANCE No.: 01- 0521.02 1.. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fled and the; original submitted documents, including test - supporting data, engineering documents, arc no older than eight (8) years. 2. Any and all approved products shaft be pernnctncntly k bcled with the manufacturer's nab city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the s tnte product (identical) as the one originally approved. c. if the Acceptance hokder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use ancffor manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. Any of the following shall also be grounds for removal of this Acceptance:: a. Unsatisfactory performance of this product or process. b, Misuse of this Acceptance as an endorsement of any product, for sa1cs, advertising or any other purposes. 6. The Notice of Acceptance number. preccxtc i by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed then it shin be done to its entirety, '. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. Failure to comply with any section of this Acceptance shall be cause for tcrnrination and removal of Acceptance. 9. This Notice of Acceptance consists of pages i through 8. END OF THIS ACCEPTANCE Frank Zuloaga, RRC Product Control Examiner 8