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RF-07-2132Inspection Date: 01/31/2008 Inspector: Grande, Claudio Owner: Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Job Address: 131 96 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: KAWALEK ROOFING & PAINTING, INC Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060132590 Lot: Phone: 786- 277 -9540 Building Department Comments TEAR ROOF EXISTING TILE ROOF REPLACE W/ NEW MONIER COLOR THRU CONCRETE 1 Passed i ,;.p, Inspector Comments MLD a Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, January 30, 2008 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING TT E ° E PERMIT APPLICATION1 OCT 1 8 2001 FBC 2004 BY:1 Permit Type (circle): Building Electrica Plumbing Mechanical co veoi nelsa Permit No. RPOI -- 2.02 2 Master Permit No. Owner's Name (Fee Simple Titleholder) GI eo $ch oo I-F t e- d Phone # 3 (K - 8— ' 2 3 Owner's Address itteE $ R ÷h City (VL. horC. State FL- Zip 33138 Tenant/Lessee Name Phone # Job Address (where the work is being done) 131 WE "! 6-'1\6+ City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # I I -0 t 3 --,95 q C� Is Building Historically Designated YES NO n Contractor's Company Name 0�.4vq. I €J< OD`E h!� Phone # 305 ' 15q -01 tr I Contractor's Address pio, O)( 531 DE ( City t I a-IMt State F Zip 153 Qualifier Name Ld wa, .e.„K Phone # State Certificate or Registration No. Certificate of Competency No. 0(713.3 0000 r7 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ I.5, ,500 Type of Work: [lAddition []Alteration Describe Work: ' • 11 Mo Square / Linear Footage Of Work: aS00 LlNew i le_ roof IV Repair/Replace ❑ Demolition 101/41-e- �,lk& t-ew t color ro ea Lre e le roo s to * * * * * * * * * * * * * ** Submittal Fee $ e l2- tCAt.4 01 Ili 6- A710.0 * * * * * * * * * * * * * * * * * * * * ** Fees**,********** * * * * * * * * ** * * * * * * * * * * * * * * * * * * * ** Permit Fee $ 30 0 62' Notary $ 5-CO Training/Education Fee $ ?j 20 Scanning $12— Radon $ DPBR $ CCF $ ci .E70 CO /CC Technology Fee $ 7.50 Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ S`D See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State 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 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 not be approved and a reinspection fee will be charged. ')\,,Signature Owner or Agent The foregoing instrument was acknowledged before me this /4 day of ©e1 ,2067, by $4, who is personally known to me or who has pro . ...R As identification and Oclier;;Ori► ba' V e PUBLIC �.o My Comm. Expires, U s ° ,May 27, 2009: 2 e9a NOTARY PUBLIC: Sign: Print: 4 / • , 1 A��I/1ni1� %' ��`,]W LA -}t }��/1r�A ►�l� /�1jL�1�� % 1 ; C9� ego My Commission Expires: 5' • 27 - 09 APPLICATION APPROVED BY: (Revised 02/08/06) • Signature \IPO Contractor The foregoing instrument was acknowledged before me this 2 2 day of ea , 200T by Qou I. tooLo who is personally known to me or who has produced as identification and who did take an oath. LIC: Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 Project No 09999 SITE SPECIFIC INFORMATION Owner's Name: S' 0 4e- Job Address. '' Roofing Contractor >k '�� « �� v. 4 Type of Tile: 6 "1 ', it- ' f— € Approximate Roof Height: 1 feet Type of Access to Roof: Scaffolds Ladder Approximate Square Footage of Roof: (' ft2 Required Testing orc : 35 lbs. Testing Equipment: Chatillion 100 Date Tested. 1 ° 0 Date Installed. Roof Pitch: )j Z Other TEST RESULTS P = PASS, F = FAIL Tat Location Uplift Pull,T F) T� Location UpliifttPPun Teest(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) w l� "" 2 F 67 26 52 77 3 26 b3 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 B5 16 41 66 91 17 42 67 92 18 43 88 93 19 44 69 94 20 45 70 95 21 46 71 98 22 47 72 97 23 48 73 98 24 49 74 99 25 50 75 100 IN ACCORDANCE WITH T CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL T THIS REP! + -' MITTED BY: / i l Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 Sketch of Roof Job ( Sheet Numb Contractor Checked By Scale 11111111 II II 11111 III mumummumm rammiromlusiwinumm 4011,Vid .1i Lk MMOMMINAMINCEMNAMMMEWMPOMMUMM MMEMEMEMMUMUMMITMEMMEMMEMMIMMUM flIHIIILUI.i1II.I1 111.1! I 11111 ,Notes: N V F�1v°F V X-1-9k,0,40,1-72 it • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• OWNER'S AFFIDAVIT OF EXEMPTION • • • • ••• • •• • • •• • • • • • • ROOF TO WALL CONNECTION HURRICANI IV IGAVODi RET it:iFtT FOR EXISTING SITE - 7 7- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.$4 LS, • • • • OCT 1 8 2001 ii • • • • • -• • • • •• • • • • • ••• •• BY: ......... --m me To: e t �11�1!!�■�!A�!■Js `0<•./yj/ s�O 1ZZPS �tC � �-PO% . jUb So /ye' 2 *uG Re: Owner's Name m,id'm i Shb�✓us, /et 341M Property Address Cie° S GoL/ " t/cr' Roofing Permit Number /At N c 5 7" Dear Building Official: IC /ems C connections of my building because: 67-- l./ 3Z— certify that I am not required to retrofit the roof to wall el The just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBC). at' &)/00/4,%eii./ Print Name j®i'a- \•Cato Ir raw 6,4,o )-Cord STATE OF A COUNTY OF NibtfetriME Sworn to amlaubsoAkbed before me this 1 to day ofo4h �, 4® 20 '7 (S NOTARY ® °• 4. PUBLIC •fly Comm. Expires Ss? 272009. Qn When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. CAllocuments cto. A RECORDED COPY MUST NOTICE POF COMMENCEMENT INSPECTION 11 11111 1111 11111 11111 Hilt 11111 1111 11 11 PERMIT NO. R -2.152 TAX FOUO NO.11 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: _II • 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 2007R1022762 OR Bk 26002 Ps 0674; 1 a s ) RECORDED 10,22/2007 13 :35:20 HARVEY RUV'INr CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE 1. L al description of property and street/address: 3) WE' q b " J J 1 e /t4 i a'3 i Sores FL 33138 M(Ar� i otioec..s 56-e_ I imeLD P[3 I0 °1 V terr 14 g w /a orao 2. Description of improvement: Re.7"r0c'f 3. Owner(s) name and address: Cleo 6c,hooI- 1rkj 1311VE 9b rn Mi rtl 2h or FZ 33138 Interest in property: V ti" e r Name and address of fee simple titleholder: 4. Contractor's name and address: Pam-) ka wa 1 e) 5 I" i ©. t3oX 53105) MI i CUv 1 i, FL: 33153 -1E74— 01 ql 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: STATE OF FLORIDA, COUNTY OF DADE ate Amount of bond $ 6. Lender's name and address: e a r�+�xs v irsrm�a arims is ®1''gin l filed lr this HARVEY R VPN, CLERK, of . 7. Persons within the state of Florida designated by Owner provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: V 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor'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 different date is specified) Si`€ nature of Owner � Print Owner's Name C /QC $ C4L (°1 0 14 ! � I 'V ®J`° iv BR, ^ sse., � Pre p ared b y �iiL4 J<NAsekt ' e ..,° Sworn to and subscribed before me this t(0 day of 0.000 Rv , e�- �,J & t Lov, c. `6614.1_ At , Notary Public Print Notary's Name My commission expires: U ° PUBLIC *Comm. Expires' V 2009, •Z .9 123.01 -52 PAGE 4 5!06 Address: 1%05 .E. C c Aktoa I I IS G re f v1 sly c © 1 . 2-7/406 Po. 'ra V3IC I 33153 DNlO lna — MOO maws valao-IH 7:21_52_ Miami Shores Village APPROVED BY DAZE ZONING DEPT BLDG DEPT ffAl 111111.1 tEME T° ■111111111i111r11111'1111': M' }!' 1E_M1011 liulllllkuiuuuuauiuul SSSSSSSSS --- ISSS� ISSS■ ■sssssss11ls►.!111101ssssi1 ss■ 111111111111111111111110 1111115111M11110111111111011111111111 sssssssl1 ■i// 111111ss F2 issss■ ■ssssssssps5111s E','msissssss 111111111111111111•11111111E111111111 IP9ssslls■ 111111111111111111111111111 11 ■ ■r/1sss1111s■ ssslsssssl1J 111E01111111111111111111111111111111 lilaaumssss■ /ins►lsssl�sss■ ■ssssssss■ 11 isss .1ss■ ■1■5111111111S11I11111111111W1s111s1111ISS11r MeSt 10 uop0001 Pun SSUOZ eJnseBJd ale W suajsuew p Aipuep! 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Clay ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • 0 0 0 0 • • • 0 0 0 • • • • • • • • • • • • • • • • • • • • • • • • • •�S • • • • • • • • • • • • • • *8 • • • • • 0 • Florida Building CRdesEclitiori 2004 • :IP: 5:: High-Velocity Hurricane Zone Unifirm lennteApplicoatteneform: I S Section (Steep Sicd Roof System) •• • • • .. ••• .- ., • • • O • • Roof System Manufacturer: M ler • • • • •• • •• • • • • • ••• Notice of Acceptance Number: 0,2_1 D.D5 105 Minimum Design Wind Pressures, If Applicable (From RAS 127 or CalculationsA: 1..11-71 (7 P2: j1701b P3: 1 P011, Maximum Design Pressure Approval _ __. System): (From the Pr ut Approval Specific System). 4 *5 RoaSlope: :12 Steep Sloped Roof System Description DeckType: X6 II n wood Type Underlayment: 4V-30 Fe•t* Insulation: Fire Barrier: F 'I Ridge V lig? Fastener Type & Spacing: )1/41tW n Valgt) 494;;a10 Mean Roof Height: Adhesive Type: q 4301,1,4_ Type Cap Sheet: ej 0 IA-1-e r-frtmetir 4-0.116rete- 4421 Roof Covering: roll:411c_ coi Ati,76, Type & Size Drip [ 3 x3,541_ iv \ Edge: 1 I id 15.34 FLORIDA BUILDING CODE — BUILDING . ... • • • •.• • �' : • l OeF 4 LIES AND ROOFTOP STRUCTURES . • •.••• • • • I • • • • • • ••• • Florida Building Cl EditioA;Q 20 •: • .' High - Velocity Hurricane Zonelini irn! Perrmmi{Apiaj4tion Dior rs. Section E (The CblcuiMMMonS) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the ii " fiwg kip 1 (isa,Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachmetw llredtt�I ispccaptal.le. • • • • • • (pi; –f 1ik,,AS`.13fMomeraBb c�isel r u . ,5 01-7-M ix /� q1 ` M&: Met Product Approval Delf (P2:1 V � r tf',x 7t : . . �� . QQ X a s iri IN Mg: vLL l3 Mr212 I r l i Product Approval Mf 4515 (P3• J 0Ot% x l,p� w tog Mg: P 13 ©= MaA2 i' /' ` Produa Approval Mf S Method 2 "Simplified ilk Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf M, required Moment Resistance* Mean Roof Height –s Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 38.8 4:12 30.4 32.2 33.8 35.1 37,3 5:12 28.4 30.1 31.6 32.8 34,8 6:12 26.4 28.0 28,4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30A *Must be used in conjunction with a list of moment based tile system endorsed by the Browsed County Board of Rules and Appeals. For Uplift based tile systems tuse Method 3. Compared the valuesforF' 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 tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (P1: x L x w: _ ) - W: x card = Fat Product Approval F' x w = ) - W: x cos B = Fa Product Approval F. ) - W: x cos d = Fr3 Product Approval F' (P2: (P3: xL xL Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier d Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Ma Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L – length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE — BUILDING 15.35 MIAMI•DiADE COUNTY beliveris Exallexcc Every 2Sa'J T • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • S • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• SECTION 1524 • • ••• HIGH VELOCITY Hi3Re1CAN 4 NIS; ;•• REQUIRED OWNER'S NOTIFICATION•Fth REOPING CONSIDERATION •• • • • •• ••• •• • • •• 1524.1 As it pertains to this section, it is the responsibility oft roltraIor to ovide the owner with the required roofing permit, and to explain to the owner the cofitenf of this section Tie 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 owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. la 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance 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 addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, he 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 (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 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 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 cause 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 per- formance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. P 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded 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 the structural assembly (the building itself). The existing amount of attic ventilation should not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Je ��1.../ /©l ��� 1—_- wner's /Agent's Signature Date Contractor's Signature «� L L'� I.0 Property Address Permit Number A5Pac• ��� �( lines MIA BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA Monier. Lifedle, 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 AHD 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. • • ••• •• .• • • • • • • • • • • • • • •.• • • • • • ••• • • • • • • ••. • • s •• •• • • • • • • • • • ••• • • MI4►•Mk�H�DE COUNTY, FLORIDA • • • • • • • • • • • • t. O -ODE FLA.GLER BUILDING • • • • • • • • 140•WESTWA4LER STREET, SUITE 1603 • "' MIAMI, FLORIDA 33130)1563 (305) 375 -2901 FAX (305) 375.2908 .. • • • •• ••. �•• .••• • ••• • • • • • • • .. • • • • • • • ••• •• • • This product is approved as descried herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Villa, Roll, and Capri Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the rhanufacturer'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 7. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Material: 1. SCOPE This renews a system using Monier Lifetile Villa, Roll, and Capri 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. • • ••• •• •• • • • • • • • • • • • • • ••• • • •• • • • • • • • • • • • • • ••• • Low Profile Roofing Tiles Concrete • • • • ••• •• •• • • • • • • • • • • • • • • ••• • • • • • • •• • • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • • • • • • ••• ••• • • •• • • • •• ••• •• • ••. • • ••• •• •• • • • • • • • •.• •• • •.• • • ••• • • • •• 2. PRODUCT DESCRIPTION Manufaethred by ARAM Monier Lifetile LLC Villa & Roll Monier Lifeitile LLC Capri Tile Trim Pieces 1= 16W w =13" W thick L =17" W= 12 34" V2" thick 1= varies w =varies varying thickness 2.1 SUBMITTED EVIDENCE: Tencv Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Ent: g, Inc. Test Product S� PA 112 Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. PA 112 Low profile, interlocking, high presstue extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail-on, mortar or adhesive set applications. PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Id, 7161 -03 Appendix M 7161 -03 Appendix II P0402 94-060B 94-084 T.N Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA 108 (Nail-On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 2of7 Test Redland Technologies Redland Technologies Professional Service Industries, 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. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier P0631 -01 Letter Dated Aug. 1, 1994 224-47099 25- 7094 -1 25 -7094-7 25- 7094.4 Project No. 307025 Test #MDC -760 25- 7183 -1 25- 7183 -2 25 -7214-2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations • • ••• •• •• • • • • • • • • • a • • • ••• at • • ••• • • •• •• 0 • • • • • • ••• • • • • • • • • • • • • ••• • • Test lATameIRenoi t. • • • �Nind t el:Test —• • PA 108 (Maur Set) Wind Tunnel Testing .. ,• •• • . l e • • PAt12••• Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction)O Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quilt Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quilt-Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quilt-Drive Screw, Direct Deck) (1 Quik-Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25-7584 25- 7804b -8 25-7804-4 & 5 25-7848-6 Aerodynamic Multipliers Two Patty Adhesive Set System Rill July 1994 Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 Oct 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 March 1999 March 1995 February 1996 April1996 December 1996 April 1999 April 1999 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 3 of 7 3. LIMITATIONS • • ••• • • • ••• •• •• • • • •• •. • • • • • • • • • • •• ••• • • • • • • • • ••■ • • • • ••• • • •• • • • • • • • • • • • 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shill be performed in • accordance with RAS 106. • • • • • • • • • 3.3 Applicant shall retain the services of a Miami e;Cutyeerdfied Laboratory to perform q u a r t e r l y t e s t in a c c o r d a n c e w i t h T A S 112, a p p e r t `R', S t e t t st n 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. • • •• • • a • • • • • • • • • a•• • • ••• • • • • • • • • • • • • • • • 4, INSTALLATION 4.1 Monier Lifetile Villa, Roll, and Capri 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 Villa and Roll Tile_ 9.1 1.33 1.08 _ Monier Wfetlle Capri TNe 9.51 1.42 1.03 Table 2: Aerodynamic Multipliers - A. (fts) Tile Profile . (ft) Batten Application 0267 X, (ft) Direct Deck Application 0289 Monier Lifetile Villa, Roll and Capri Tile Table 3: Restoring Moments due to Gravity - MQ (ft -Ibt) Tile Profile 3 ":12" 4 ":12" 5":12" 6":12" 7":12" greater Battens or Direct Deck Monier Llfetile Villa, Roll, and Capri Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.57 6.30 5.48 6.18 5.37 6.05 5.24 5.90 5.09 5.73 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 4 of 7 • • •.• .• •• • • • • • • • • • • • • • •• • • • • • • •.• • • • • • • • ••• •• •• • • • • • • • • • • • • • ••• • • ••• Table 4: Attachment Resistance a�a M • - • d r t tit-1bfj for Nall-0n s • :, ' .' • Tile Profile Fastener Type Direct Deck (min 15/32" .. plywood :.: 27.8 "• ' Direct Deck . (r�pjn. 'MU:. : : ill roodj' • • • • ' 37 4 . • • Battens 28.8 Monier Lifetile Villa, Roll, and Capri Tile 2-10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 26.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 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 Nails'] 43.0 67.5 50.9 1 Installation with a 4" the headlap and fastemers are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mr (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifehe Villa, Roll, and Capri Tile Adhesive 26.1' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. - Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5k4: Attachment Resistance Expressed as a Moment - Mr (ft -lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Villa, Roil, and Capri Tile Polyfoam PoleroTM 86.614 - Polyfoam PolyProm 45.5° 4 lacement of of TM 5 . Medium paddy placement of 24grams of PolyPro'"'. NOA No.: 024205.05 Expiration Date: 1246/07 Approval Date: 01/02/03 Page 5 of 7 • • ••• • • • ••• • • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• Table 513: Attachment Resistance eiprilstted ids a iloon ei$ rds f tt -lbf) for Mortar Set Systems.:, ..• ' .' Tile Profile 111e Application Attachment `t R istance Monier Ufetile Villa, Roil, and Capri Tie Mortar Set'' . • ••• ' • • • - • • • � ' 20.60 • ' ♦ • • • • ••• • -•. •• •• 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 MONIER LIFETILE VILLA CONCRETE ROOF TILE NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page6of7 11 • • 4141! •• •• 410• ••• •• •• • • • • • • • • • • • • • • •00 • • • • • • • • • • • • • 04111 • • • • 00• • • S. • • • • • • • • • • • • ••• • • •• • • • • • • • ••• • • • • • • •0• to • • • • • • • • • • • • • • I. • • • •• 4100 00 • • • • ••••• • • • • • ••• 0• 16-1/2" 13" MONIER LIFETILE ROLL CONCRETE ROOF TILE MONIER LIFETILE CAPRI CONCRETE RooF TILE END OF THIS ACCEPTANCE NOA No.: 02- 1205.05 Expiration Date: 12116/07 Approval Date: 01/02/03 Page 'I of 7 t M1�DAQE • • • • ••• • • • • • ••}d••••• • • • • • • • •• • ••• • •. •• ••• • • • •••. . • •r••• • • • • • • • • • • • • BUILDING CODE COMPLIANCE OFFICE mr"Oo • • PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • • • • Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 •• • • • • •• • .:•:•• • •• • •••• • • • • 1 •. • • • { „, • •.. • •• • • ,•••4 • • • S. • . . • ••s • • • • ••• •• •• • • • • • • • • • ••• • • • • IP •• • V4MIAADECOUNTY,FLORIDA M *OODADE FLAGLER BUILDING 14 WEST'LAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • • 03.05) 37.5 -2901 FAX (305) 375 -2908 •• • • • • • • • ••• •• 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 khdjf ounty)•eaor the •' AHJ (in areas other than Miami Dade County) reserve the right to have this product or p tcval tested fee 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 theieso of such ph.i}ct or • material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it istlttermined 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 Hthitjocity 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.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 • .•• • • • •ff•# • • • • • • • • Iri• •• • • • • • • •• • •• • ••• • • • • •• • • • • • • • • • •••••• • • • • • • • • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • • ••• •• • ••••1 • • • • • • •• •• t • • . •. • • • • • • •:•••••• • • • j • • • • • •• • • • • • • N• i • • • ROOFING ASSEMBLY APPRO14:• • Category: Sub Category: Materials: Roofing • ••• Roof tile adhesive Polyurethane • • •• •• • • • • • • ••• • • • • • • •• ••• •• • SCOPE: • • • • •• • •.: • ...... This approves Polypro +? A11160 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® Ali 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems • • • • • • PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro ®AH160 N/A TAS 101 Foampro® RTF1000 ProPack® 30 & 100 N/A N/A PRODUCTS MANUFACTURED BY OTHERS: Product Destdjftid n • • • • • • •••• Two component polyume4gane 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 Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.3 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 @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 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. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: 1. • • • • • • • •• • •• •• • • • • . • ••• • • • .•• • • • • •• •- • • •• }l „•••* • • • • • • • • • • • • • • • ••• • • • •• •S• • • • • • • . •. •... • • ••• • . •• S . ••• • '. • • • •. ••" . ,•::••: •• • •• • . • • • • • • • • 1; . • • N • • • • • • • • • f••• • • • •N• • • • Test identifier Test Name/Report #94 -060 TAS 101 • • • • 2578:$.1PA •. ;1 • •• S' • TD• 25-?438-4 •" • • 25- 7438 -7 SSTD 11 -93 25 -7492 SSTD 11 -93 NB -589 -631 ASTM D 1623 ..� • :TA e• • 25- '43x8 -3 . • % • • B iS • ,1t-91„, • •' • 9637 -92 01- 6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 • •11/1644•• :• • •••• 11/16/94... 03/14/96•••• • • • •.10/23/918 • • • •••. • •• • ' • • 2/28/98'•. •• • • • • • • •..• . • •..• •.• • •. • • • •• • TAS 101 03/02/99 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofmg Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro(,q A11160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. / IF, 2; MS NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 • • ••S • • • + • • • • • •• • i • • ••• • • // •• • • • • 0 # •• .•• • • • • •• • •• • • • •• ••• • • • • •• 5505.• • • • • • • or • • ••• • • e • • • ••• •• •0 • • • • • • • • • • • a • •••, • • • ADHeS][ PL,CE•MIvV O •W. • * • •SINGL3't 't • q••„ •s• • ••• •• • • • ••• • • • • • • • • • ••• • • 1) Place enough adhesive to achieve 17 to 23 a square Inches In contact with the pan tile 2)To 1 In. covers edden adhesive 1121n` Then h ll thetiie Underlayment •••• • • \ .---%---* / IL. :. • • • • • - -•...- Nait o•ugh plastic cement •• • • • • •• • • •••• • • • _ • • top portion of the save course cover tile. Abut to second course of pan tiles. Ensure save end of pan and cover titus are flush at nave line. Eave closure (mortarshovm) NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 • ••• ••• •!• •• • 8 • :• •: • • ••• • ••9„, ••• •'• •• •• • a e•• #• {:'•1 • .5. • • • S • a I �.9 10D�••41• • • • i ••• a • 0 •• • • • • • • ADHESIVE PLACEMENT DETAIL 3.'. • i • • • `• J7j • • *8 • • • • ® • 5 5 • • • • • • 5 • • 01/..• m a•'i• • • • • 000 a•• • 0 • END OF THIS ACCEPTANCE • • • • • • 0500 • • •55• • • ••0 • • • NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7