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RF-06-2932Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/08/2007 Inspector: Grande, Claudio Owner: SWEISBERGER, PATRICIA Job Address: 1245 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: DESIGN HOME REMODELING CORP Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060143780 Lot: Phone: 305- 949 -2627 Building Department Comments Wednesday, March 7, 2007 Page 1 of 2 ioR 0 9 /OM Passed Inspector Comments i, A Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, March 7, 2007 Page 1 of 2 MMUS; alate25, INC A -1 CONSULTING ENGINEERS, INC ROOF PROBLEM5 ? ?? UPLIFT TEST EXPERTS ROOF STRUCTURES CONSULTING ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE TAS No. 106 SITE SPECIFIC INFORMATION N2 1351 Owner's Name: Permit #: Job Address: /2 q.,471-16 Roofin g Contractor: 7f /® 7-1 Type e of Tile: �� I CC( // Date installed: Approximate Roof Height:'2- feet Roof Pitch: 3 I Type of Access to Roof: el Scaffolds Ladder Other Approximate Square Footage of Roof: 90 ft 2 Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100 Date Tested: rEST LOCATION UPLIFT PULL TEST 1 UPUFT PULL TEST rEST LOCAT1Ot! UPUFT PULL TEST TEST LOCATION UPLIFT PULL TEST 51 101 2 3 4 5 6 7 27 28 29 30 31 32 52 53 55 56 57 8 9 33 58 59 126 102 127 103 128 104 129 105 130 106 131 107 1 108 109 0 10 11 12 13 14 15 35 60 36 61 33 134 135 136 37 62 38 63 39 40 137 138 139 140 16 41 17 42 18 19 20 21 22 23 24 43 6 117 118 119 120 121 122 123 124 141 142 43 1 145 146 147 148 149 25 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS R • F ASSEMBLY HAS PASSED THE STATIC UPLIFT QUAL TY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUBMITTED y Remberto Contrer P.E. # 21522 A -1 CONSULTI E IGINEERS, INC. Lab. Certification # .1- 1224 -05 4917 S.W. 74th Ct, Miami, Florida 33155 • Telephone (305)740 -9550 • Fax (305) 740 -9550 ENGLISH: Cell (305) 609 -6388 • SPANISH: Cell (305) 498 -9804 SKETCH OF ROOF manunumniansimmisminunummuis ONIMMINIMINUNINIUMNIMUMMENNIMMUME IMIUMINIMMINUMMUMUMMOMMINIMININIUMI IMMUNNIMINIMMEMMUMMINIMMUMMININI muumumminiumusiummonimuummusa INEMENIMUMMISSIMMOMMOINIMUNMENWE ONINIMMIHROMMINIMMINIMMEMINNIONINI IHNIMININIMMOUNIMINEMENUNIMINIMIN 111111111111111011111111111110111111111MWEIHNUMME IMUNI MIN INIMMINIMENUMMINEMOMUMIMMUMMUMMIN smamaimmuisimmisaiumnumnummi UNIONNIMIMMENIMUMMUMUMUNMEINEMON aiammatammummaniummunimme innummuumaiumuniminammais 4 111.1111.111111/1111111111 11 111111111111111111. INIUMININERIMMUNINIMMUNININMENNUMI ammommanammusraimumiammanummo mummumaiminumaannummomemanammi lummunimmanamannomumesammun INNINIUMBERNIUMINIMMUMNINIMUMNIMEIMMUI 111111111111111111111111111111111MMMINUONIMMEMMI IMINIUMMERNIMMUNINNIMMUINIMMOMMI A -1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING UP LIFT TEST EXPERTS Owner's Name: Job Address: / 2 S /) d' 6 9/ Roofing Contractor. � i a,v Pa /436 itiG. Type of Tile:e� .� - Approximate Roof Height: , j feet Type of access to Roof:. '' Scaffold Ladder Approximate Square Footage of Roof: , ft 2 Required Testing Force: 35 Ibs Date Tested 3 - 7.0 % Permit .# Number of Tests: Date Installed: Roof Pitch: / L Other SKETCH OF ROOF REVISED DATE 5 -7- 4961 S.W. 75th Street, Miami, Florida 33155 j Telephone (305)740 -9550 j Fax (305)740 -9550 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING CieherciA PERMIT APPLICATION FBC 2001 . Permit No. MOMETUI DEC 05 2006 (3C0-02 "bg Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) ?CA r 1 C,■C*. S LAJC —\SO CC3C,C Phone #"J0S) a42 4 Owner's Address 1245 tN e q p 54, City (Y\(cmv1 w 5nocGS State TlO C t C Zip 33\ 3$ Tenant/Lessee Name Phone # Job Address (where the work is being done) X2,45 94 E ( S City lvlianii Shores Village County Miami -Dade Zip 33 V38 Is Building Historically Designated YES NO Contractor's Company Name fir$ ■OOn TTOnrle_ 1f o&\'Pltdne#C ) q49— 2..4) Contractor's Address 2.C1O IV u3 ` S-‘ - M1 GMl L 33\ 6 1 City State Qualifier fi • An ct, Zip State Certificate or Registration No. C..C.C.0 S 14 CA Certificate of Competency No. Architect/Engineer's Name (if applicable) 101 et Phone # $ Value of Work For this Permit J`A "T 00 Square Footage Of Work: Type of Work: ['Addition ❑Alteration Describe Work: C—,° ^?100c" ['New l /-r Repair/Replace 0 Demolition Submittal Fee $ Notary $ Scanning $ �'CJV Code Enforcement $ * * * **** **************Fees****************************** Fees ***** ** *** * * **** *,n, *** * * *,�, *** Permit Fee $ 25-ar1 • CCF $ 2400 CO /CC Training/Education Fee $ J (90 Technology Fee $ S' 19 Radon $ Zoning Bond $ Structural Plan Review. $ Total Fee Now Due $ 14° I (Continued on opposite side) OR !) 7P4pfl C Ki-o 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, BEATERS, 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 COMIVIENCEMENT 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be, charged. Signature Owner o; Agent Contra / The foregoing instrument was acknowledged before me this .S The foregoing instrument was acknowledged before me this S Pt- day of -Dee— of 2c 200%, by '�' �1 • �C("IAC�1 > 200( ®, by � A • C-3 eft C: hid % known + or who has produced p s gall > own to or who has produced As identification and who did take an oath. VIM. identification and who did take an oath. NOTAR Sign: Print: My Commission Expires: Albert Seam • My Commission 130187278 My Commission Expires: €,`': il% Albert Seers My Commission DD187278 %d.+' Expires February 24, 2007 ******************** * * * * * * * * * * * * * * ** * ** * *** * * * * * * ** . *>k * * * * ** * * ** * ** *** * * * * * * * * * * * * * * * * ** * ** * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 0141 Plans Examiner Engineer Zoning This instrument prepared by: Name . An.<1 Address 2A0 j NcAJ t4 • (Yli ` '�.. 35‘6 01 Permit # Folio # , 52 OW It gle1- Q . NOTICE.OF COMMENCEMENT State of Florida County of Broward The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 71$, Florida Statutes, the following information is provided in this Notice.of Commencement: 1. Property Legal Description 6Unit @IR Bldg g3 Subdivision/Condominium f r g • St\orGS 3 eb tc� -3a U t-c. 5 -• =C‘ C-. O Lengthy Legal, please see description attached hereto air 2. General Description of Improvement: 3. Property Owner Name: Mailing Address: • and interest In property: Name/mailing address of fee simple title holder if other than owner. 4. Contractor name: Address: Phone Number I �'4QA - G� V Fax#: (optional- if service by fax is acceptable !�► q CF-1,4 2006R1293591 OR Bk 2515E Pa 3804► Ups) RECORDED 12/05/2006 14:52 :04 HARVEY.RUV'IN, CLERK OF COURT MIAMI -DADE COUNTY► FLORIDA LAST PAGE space above reserved for use of recording office. doer ac" \2M ilk t. Q $ -. M. ann SV t E - -S L 33\3i i`,( A • ,� . �rY-- `�,noi• 2. O. NW 1‘1 C M iA∎v. .�L s5�5� 0 5. If Surety Bond, Name: and address of Surety: and amount of Bond: $ (Copy of bond must be attached to this Notice at time of recording) Phone Numbei: Fax#: (optional- If service by fax Is acceptable) 6. Lender name: pJ iii Address: Phone Number: Fax#: (optional- if service by fax is acceptable) 7. Persons within the State of Florida (names and addresses) designated by property owner upon whom Notic''es or other documents may be served ,as provided by Section 713.13(1)(A)7., Florida Statutes: Name: I A- Address: Phone Number Fax#: (optional- If service by fax is acceptable) 8. In addition to himself, Owner desi nates the following person(s) to receive a copy of the Lienor's Notice as provided by Section 713.13(1)(B), Florida tatutes: Name: Address: Phone Number 9. Expiration date of this office: P3 Pc Fax#: (optional- If service by fax is acceptable) (Expires one year from date recoried. unless a different' date is spedfied) Owner signature: Printed name: .Owner signature: rinted name: -. SWORN- TO-AND 9 personally. own to Notary signature: Printed name: entificat, n. DIM 892 it F �eecruaN 24' 2007 My commission expires: STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this is a true co f the 3rig,nal fi! this office on -(AD 20 WITNESS my hand and Official Seal. HARV 'U; t. CLER ay unty Courts D. C. 1524.1 require the Flo system i owner any �. DEC 0 5 2006 ID SECTION 1624 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICAT tgr CONSIDERATIONS otion, It is the responsibility of the roofing contractor to provide the owner with the to explain to the owner the content of this section.. The provisions of Chapter 15 of to explain the minimum requirements and standards of the industry for roofing II the following Items should be addressed as part of the agreement between the er's initial in the adjacent box indicates that the Item has been explained. iv t; ese • m nshlp: The workmanship provisions of Chapter 15 (High Velocity Hurncarre Zone) are for p�•�.- q provdi g that the roofing system meets the wind resistance and water intrusion perform £.;; s =mar• -. Aesthetics (appearance) issues are not a consideration with respect to workmansnp provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, snouid De addressed as.part of the agreement between the owner and the contractor. tP 2. Renalling Wood Decks: When replacing roofing, the existing wood roof deck may have to be rena:tec n accordance with the current provisions of Chapter 16.(High Velocity Hurricane Zones) of the Flonda Building Code. (The roof deck is usually concealed prior to removing the existing roof system). ,i2.___3. Common Roofs: Common roofs are those which have no visible delineation :1eiw4en neliwir qg units (.e. townhouses, condominiums, etc.). In buildings with common roofs, the rodffg colttracto r and/or o s er • should notify the occupants of adjacent units of roofing work to be performed. •• • ••••.• • •. i47 4. Exposed Ceilings: Exposed, open beam ceilings are where the undars 'of the fool �,cKootine na sewed from below. -The owner may wish to maintain the architectural apgearetice, :•g.. penetrations of the underside of the decking may not be acceptable. The FlortdeiBullding 'Cede provide* try • s/i.) option of maintaining this appearance. s• .•• •• "•• "�`•� tit not drafh well and rns tf1►' b. Ponding Water: The current roof system and/or deck of the buildk►g• �Y •....� indleSttd?y of structure. distress and may require the review of a professional structural engineer.•Poodj�ng ma9•Sfiorten t;r.e. «g; cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be sn expectancy and performance of the new roofing system. Ponding conditions mayr►ot be evtdp 1 t httil the ong na, roofing system is removed. Ponding conditions should be corrected. f,( 6. Overflow scuppers (wall outlets): It is required oh t rarainwater extensions may block this the doocnis9no' ov rloaded from a build up of water. Perimeter/edge walls scuppers is •accordance overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scupp /r LT07I,G -' _ pe with the Florida Building Code, Plumbing. +f!� . Ventilation: Most roof structures should have some ability to vent n: -moral the structural assembly (the building Itself): The existing amount of attic ventila • st beneficial to cons'der additional venting which can result in extending the servi' (! wner's�'s Signature Property Address z- /Lk /Mc avowal ki Date Cont actor s ' i = t yl� Permit Number Re, i/10/1o05,Computer Services, Building Department t Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Fomi ' Master Permit No. Section A (General Information) • 415-: ZA57.- Process No. Contractor's Name �V n '1'� oreN _ ��"`OC =`‘ rl. 5�. n 1 5 Job Address rag J m. "1.(0 5 1 . • ROOF CATEGORY O Mechanically Fastened Tile O Metal Panel /Shingles O Prescriptive BUR -RAS 150 ortar /Adhesive Set Tile 0 Wood Shingles /Shakes � ROOF TYPE, 0 New Roof t Re- Roofing 0 Recovering O Repair O Mainto u u' • • .• •• • • • • • • •• Low Slope Roof Area (SF) ROOF SYSTEM INFORMATION 0.0.0• ..0• Steep Sloped Roof Area (SF) Tdtai(ST) 2 • • • ▪ .... • •••• . Section B (Roof Plan) • • • • 0.00 Sketch Roof Plan: Illustrate' all levels and sections; roof drains 'Scuppers, overfivu4 • scuppers and overflow drains. Include dimensions of sections and levels; clearly identify dimensions of elev. , • • re r • ' - nd location of parapets. iiiliii '_ 1s ■rI ■■ a ■■1 ■' ► ■ ■■■ ■ - ■ r r ■Iiriiifrri ■ ■�i •u . si•Nl ■Mw� ■ ■r r■ spur r■ ■■1 ■ir� ■CCrsiCQ ■ ■ ■i !CC■ ■ j ■ •uIn ■pups ■■■■■■■i ■u■■sr■ ■■r u■■■ ■r ■ ■■■1 mt. sum ■■.uu,CCCCaura . 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SUSI 11111110111111111. r ■■■■ ■r r ■r u ■ r ■■ ■■■■■■■■■■ ■■ ■■ ■ ■ u �E CCC C i? ■fig ��.i.C1 :I�� �CCCCC•CCCCCCECC�CCB Ihh I C ■� C uua • IC�A• inki•''\■ •CC ■ ■ ■� ■� ■ ■ ■■ CC CCC ■ ■C�= C ■� ■ ■■■■■ ■ ■ ■.CC CCC C ■C , I",' ��CC ■r ICCCCCCC ■ ■C CC■CCCCCC CC - - 1- - - -. CCLC■CCCC:cP : 1 :: ::::� �CCCCCCCCCCCCCCC9CCCCCCdCCC - C +�` =liar •••••• • • • •••••• • • •••••• • • •••.• • • •1111 000000 • •• 000000 • • • • 1 i'14.R r G Z „ R c fs LI►� Z �r Florida° Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Matibfacturer: 1W`o N t e C I Notice of Acceptance Number: ' 0 Z "' at) 5' }• �0 • . , Minimum Design Wind Pressures, if Applicable (From. RAS 127 or Calculations): �I?_ Pmax1: � 2.78 Pmax2: 274 6t9 Pmax3: o _D© ,. , Maximum Design Pressure Q 17 (From the NOA Specific System): 38 • Method of Tile Attachment: O R 'FO A VWl d - U OD y • • • • Roof Stope: 3412 12 Steep Sloped System. Description, Deck Type: • • • • • • • • • • •0 0 • • • •0••0• • •• • •000 •00'• • • • • •00• • 004• •00• ?Ly oiooa? Type Underlayment: Insulation: 518 .• • •••00• • • 0 •0600 • -. • • ..00 •0000• • • ••00.0 • • •00•• •• ••••• 00T000 • • • • Fire Barrier: Fastener Type & Spacing: Adhesive Type: Ridge Ventilation? NA Mean Roof Height: t 3 •. • Type Cap,Sheet: I 14iFeD I t l'e UN Roof Covering: Type & Size Drips Edge: 3) (3 267cok Gv\W I'14 01;1 1s q" O /t. Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mrwith the values from Mf. If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" x1. =1Z•'a$)- Ma:'a•3y =M, 4•tk`� NOA Mt3ft•*-4 (P2: -qC- 1 x . 284 = oo) - Ma: 8.34 = Mrz 1.6c. roc. NOA Mf 324.'4 (P3: -RC.1 x .284 =2-4.00)- Mg: 8.34 = Mrs 143.6to NOA Mf 3$•i Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below 30 . 'i' NOA Mf 38 9 Mf Required Mean Roof Height Moment Resistance* • • • :0.00• 20' 25' 30' •••• ; 40+• •• -♦ Roof Slope 4, 15' 2:12 34.4 36.5 38.2 39.7 •.0;0• 42.2 .. 3:12 32.2 34.4 36.0 37.4 •••ll. 0000 39.•••• 8 • 4:12 30.4 32.2 33.8 35.1 ••••• • • 37.3•••• 5:12 28.4 30.1 31.6 32.8 ••:••: 34.9'.•• • 6:12 26.4 28.0 29.4 30.5 •••••. 30.0•_ 28.2 • 32.4 • • -••• 7:12 24.4 25.9 27.1 *Must be used in conjunction with a list of moment based tile systems endorsed bytfle Broward County Board of Rules and Appeals. • 00•• • • • e o For Uplift based tile systems use Method 3. Compare 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 tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" x1: = xw := ) - W: x cos 0: =Fr, NOA F' (P2: x 1: = x w:= ) - W: x cos 0: = Frz NOA F' (P3: x 1: = x w:= ) - W: x cos 0: = Fr3 NOA F' 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 a. NOA Restoring Moment due to Gravity M, NOA Attachment Resistance M, NOA Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance F, Calculated ' Average Tile Weight W NOA Tile Dimensions I =length w = width NOA All calculations must be submitted to the Building Official at the time of permit application. •.•••• • • • .••.•• • • ••..•• • • ••.•• • • 00000 000000 • • • 0.000• • • 000000 • • M IAM ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 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 Division4Tiatthis pfdductor material fails to meet the requirements of the applicable building code. OOOOOO • • • This product is approved as described h Zone of the Florida Building Code. DESCRIPTION: Mission 'S' span Mission Concrete Roof Tile • • •••••• •••• has been designed to comply with the Higl Vbeity Hdrricaaa • ••• . • • • • ••••• • •• •• •••••• • • • • •••• LABELING: Each unit steal }_ a permanent label with the manufacturer's name or logo, city, stgte and • • • • • • following statement: "Miami-Dade County Product Control Approved ", unless otherwise notetlbdrein. • • • ; • • 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- 1205.04 V Expiration Date: 12/16/07 Approval Date: 01/02 /03 Page 1 of 6 000000 • • • 000000 • • 000000 • • ••••• • • ••••• 000000 • • • •••••• • • •••••• • • ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: High Profile Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Monier Lifetile Mission `S' and Espana"( Mission 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 Mann actared by Test Applicant Dimensions Specifications Monier Lifetile LLC 1= 16W Mission 'S' Tile w = 13" W thick Product Description • PA 112 High profile, interlocking, oMp▪ ie&e, • 'S' : • e • • shaped, high-pressure extrudedoancrete roof' • tile equipped with two nail hol+• •Por direct deck or battened nail -on, motif Sdtor • adhesive set applications. "• Monier Lifetile LLC L = 17" PA 112 Espana Mission Tile W = 12 34" Y2" thick Trim Pieces 1= varies PA 112 w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II P0402 Letter Dated Aug. 1, 1994 P0631 -01 ••• High profile, interlocking, on: �gc"e, 'S' • e .11 • shaped, high - pressure extrudeilggncrete roof • tile equipped with two nail holes. "Far dire t• • • • deck or battened nail -on, mortar setor • • • • • • ee• adhesive set applications. • • • • • • • Accessory trim, concrete roof pieces for use ' • • at hips, rakes, ridges and valley terminations. Manufactured for each tile profile.0 Test Name/Renort Date Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Wind Tunnel Testing Dec. 1991 PA 108(Nail -On) Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Wind Tunnel Testing July 1994 PA 108 (Mortar Set) NOA No.: 02- 1205.04 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 2 of 6 ••eee• • • • 000000 • • •e•••• • • ee••• • • •.••• •••••• • • • •••••• • • ••e•.• • • Test Azencv Professional Service Industries, 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. 3. LIMITATIONS Test Identifier IC- 1320 -94 25- 7688 -3 25- 7688 -10 25- 7688 -5 25- 7688 -4 520111 -3 520191 -2 -1 Calculations Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Name/Reoort Physical Properties PA 112 Static Uplift Testing PA 101 (Adhesive Set) PA 101 (Mortar Set) Static Uplift Testing PA 102 (3" Headlap, Nails, Direct Deck, New Construction)❑ Static Uplift Testing PA 102 (4" Headlap, Nails, Clips) Static Uplift Testing PA 101 Aerodynamic Multiplier Two Patty Adhesive Set System 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 to Feb. 1995 June1996 July 1996 June 1996 June 1996 Dec. 1998 March 1999 March 1999 April 1999 • • ...... • ?4e ch 1995 • Febsuary 19;96 • • eee .n11996 .... • • •••• ',Webber 1996 .••'.. •• ..••• • • • • • • • • • • •• • • •••• • • •••• •••• • • •• • • 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. NOA No„ 02-1205.04 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 3 of 6 • •• 000000 • • •••••• • • •...• • 00000 .••.•• • • • •••••• • • • • . 4. INSTALLATION 4.1 Monier Lifetile Mission 'S' and EspanaTm Mission 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 Llfetile Mission 'S' 9.1 1.38 1.08 Espana'"` Mission Tile 9.79 1.42 1.03 Table 2: Aerodynamic Multipliers - X. (ft3) Table 3: Restoring 3 ":12" Tile X (ft3) 1(ft 4 • "s12" fir'. • •.4 teater • Profile Batten Application Direct De < • • . , on Monier Lifetile Mission 'S' and Espana 0.262 0.284 Direct Deck Battens Mission Tile ••••. • Direct • 7.77 .34 • • • .•.••• • • • • ••••.• Table 4: Attachment Resistance Expressed as a Moment - Mr (ft' bf 1 for Nail -On Systems • . Table 3: Restoring 3 ":12" Moments 4 ":12" due to Gravity 5 ":12" - Ma (ft4bf) . 6 ":12" `•. ••• 4 • "s12" fir'. • •.4 teater • Tile Profile Monier Lifetile spanaaTu Mission Tile Battens Direct Battens Direct Deck Battens Direct Deck Battens Direct 'Bis Deck ••••. • Direct • 7.77 .34 7.65 8.20 7.49 8.03 7.30 7.83 •A#19 •••••i 7.82** • • • .•.••• • • • • ••••.• Table 4: Attachment Resistance Expressed as a Moment - Mr (ft' bf 1 for Nail -On Systems • . Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck.' (min. 19/32" plywood) Battens. • • Monier Ufetile Mission's', EspanaTeA Mission Tile 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 20.7 20.7 18.1 2 .#8 Screws 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 NOA No.: 02- 1205.04 Expiration Date: 12/16/07 Approval Date: 01 /02/03 Page 4 of 6 • • • • • • • ..•.• • • •. .•• •• •.•r• sour • .••••• • • • ••.••• • • • • • • • Table 5: Attachment Resistance Expressed as a Moment MI (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Ufetile Mission 'S', Espana Misses Tile Adhesive • 29.3z 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application _ Minimum Attachment Resistance Monier Ufetlle Mission 'S', Espana'" Mission Tile Polyfoam PolyProlm Monier Ufetile Mission's', Espana Mission Tile 66.5• Polyfoam PolyProm 5 Tip -Ttte Roof Tile Mortar, -.. • • 38.7' 3 Loge paddy placement of 63grams of PotyPro"'. 4 Medium paddy placement of 24grams of PolyPro"'. • • .••.•• Table 5B: Attachment Resistance Expressed as a Moment - M,(*tJbf) for Mortar Set Systems • • r • . 0.. • • Tile Profile Tile Application Mortar Set' Attach ant Resist "° Monier Ufetile Mission's', Espana Mission Tile 24.5' . • • • • • 5 Tip -Ttte Roof Tile Mortar, -.. • • 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name of 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. •• 000000 • • • ••.••• • • .••••. • • • • ••••• • • • • • • • •••• • • • • • • •••• NOA No.: 02- 1205.04 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 5 of 6 • •• • • ••.••• • • PROFILE DRAWINGS MONIER LIFETILE MISSION `S' CONCRETE ROOF TILE • • • • • •• • ••440•,0 • 0••e • • • ••• •••4060 • • •0 • •••••• • • • • • • • • • • • • 17• 2.318• MONIER LIFETILE ESPANATM MISSION CONCRETE ROOF TILE END OF THIS ACCEPTANCE • • 000000 • •• • • • • • • •• • 0000 • • •eee • ••f • • • • •••• • • •••• •••• • • • •• • NOA No.: 02- 1205.04 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 6 of 6 000000 • • • •0.000 • • •••••• • • ••••• • • : #as••• • •••••• • • MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 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 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 assurance purposes. If this product or material fails to product or material tested for will incur perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHI 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 Zone of the Plod Fl ode; oiypro® AH160 DESC RENE •. of this NO • erein, and as been designed to comply with the Hig i.VelkTtity Hpichlt • • •••••• 0 • • •ca••• •••• • • .••• • • •••• a 1 be considered after a renewal application has been filed and theun4s been.ro • • change a building code negatively affecting • the performance of this product. • • • • • •• - TERMINATION of this NOA will occur after the expiration date or if there has materials, use, and/or manufacture of the product or process. Misuse of this NOA product, for sales, advertising or any other purposes shall automatically terminate with any section of this NOA shall be cause for termination and removal of NOA. • •••••• • • • •••• been a revision or ehange'ia tha' as an endorslment Qf any •... • this NOA. Failure to comply • 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 JRrge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 • • • •••••• • • ••••• 9 • •,,••. •••••• • • .•.•.• • • .•••.• • • 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 building code, does not exceed the design � pressure requirements, � determined by gn 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: Product Dimensions Test Product Description Polypro® AH160 Specifications 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'NOe4 which' • • list moment resistance values with the use of Polypro AH160 roof the 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.' 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 Test Identifier Test Name/Renort• Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 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 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739 -062b[1J ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454-2 -1 TAS 101 10/23/98 528454-9 -1 528454-10-1 • •• « « 520109 -1 •••••• 1 • • • • • • TAS 101 • 1E428/98' • •• • 520109 -2 • • • • • • • ••••• • •••••• 1 520109 -3 • 520109 -6 . «11111 • • 520109 -7 •1 • • • •• 520191-1 • •1111• ••••• • 1111• TAS 101 'i11 %+2/99 1 • • • ••'••1 520109 -2 -1 •••••• 1• «• • •••••• •• •• • • • • •1111. • • • • •1111 ...111 • • • • • 11111 1. Fire • classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire ••• .1: • - rating. LIMITATIONS: 2. Polypro® AH160 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® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F P= 2: MS W NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 3 of 7 INSTALLATION: 1. Polypro® AI-1160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® 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® 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. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH 160 Operating Instruction and Maintenance 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 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. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed • • •••• • po permanently to sunlight. • 8. Tiles must be adhered in freshly applied adhesive Tile must be set within 2 to 3 mimes • after 1:1 • • • • • •• Polypro® AH160 has been dispensed • • • .0.00. 9. Polypro® AH160 placement and minimum patty weight '"_l` in accordance wiry me• Placement.. . • specific placement noted herein. • • • • •••• •••• Table 1: Adhesive Placement For Each Generic Tile Profile ,•„ Tile Profile Placement Single Paddy Two Paddy il'eight Detail Weight Min. per paddy Min. • Flat, Low, High Profiles #1 ( anrs) (gramua) . 35 N/A High Profile (2 Piece #1 17 /side on cap and N/A Barrel) 34/ i an Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® 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. • Details' herein. Each generic tile profile requires the • ••• • • • •• • • NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 4 of 7 •••• • •••• •••• • 0 • •• • •••••• • • • •••••• • • .••••• • • • • •0000 •.•••. • • 000000 • • ••0.0• • • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 ...... • • 000000 • • .....• • ..... • • 00000 ...... • • • ...... • • ...... • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY • • 000000 • NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 • • 000000 • • ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF THIS ACCEPTANCE NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 • OOOOO 1 • • OOOOOO • • OOOO•O • • • • • • • • • • • •• OOOOO• • • OOOOO • • •OO•OO • s,Polyfoam Products Iuct NOTI ACCEPT ANCE No.: 01- 0521,02 • L. Nr.4 E• - 40) _ e!: (ForFle o?7 Y::Notpa>vt of 1.410A.): C. CALCULATIONS:. Walker Engineerin, 1,2 4, E:aiakti9n of Tests. Dated 04 /07/99 D. MATERIAL CERTIFICATIONS: NONE E. STATEMENTS: NONE E-2 • • • • • •• • • •••• • • •• •• •••••• • • •• • • • • • • • • •• ...... • • • •••••• •••• • • • • ••••• • • • • • •• ••••• • • • • • • • • •••• • • •••• • •° • ••.••• • • • • •• • • • • Frank Zuloaga, RRC Product Control Examiner