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RF-09-750
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: May 14, 2009 Inspector: Rodriguez, Jorge Owner: FULLER, SHAUN Job Address: 973 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ACEBO ROOFING CORP Permit Type: Roof Inspection Type: Final Roof Work Classification: Repair Roof Phone Number Parcel Number 1132060143230 Phone: 305 -685 -2534 Building Department Comments Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. ■e_.. •n •nnn Ovit BUILDING PERMIT APPLICATION FBC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Te 756.8972 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) h01-1-k.V) t( e r Phone # 305--?-5 Owner's Address 4173 • g4 City n4( 5har'eS state rfGe4 Air Zip 33/3 8 Tenant/Lessee Name 'Sh cat ki A - 1--1A / 40 ( Phone # 3U Ste, S ?- 04 /,c- MA 1 2009 am —® s tei MI Le ®ms. Permit No. 11\ V i 5) Master Permit No. Job Address (where the work is being done) 6V% City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's CompanyNamt C.r 19c) Contractor' _ City % /4 LC----/R4' G- "702 Stat Phone # _ _- 6435-- 2 S CC Zip Name Phone # State Certificate or Registration No. C'_CC a sir( 1 2_ Certificate of Competency No. S CrS err .- t� Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ "S Square / Linear Footage Of Work: 100 Type of Work: •['Addition Describe Work: 11 ElAlteration ['New IX Repair/Replace ❑ Demolition 6515 ***************************************Fees******** W Submitt1al� Fee $ `.t/ Permit Fee $ Aoa Notary $ j® Training/Education Fee $ 0 ` �J L Scanning $ Ca 'CO Radon $ Bond $ Code Enforcement$ * * * * * * * ** : ********* ** *:x*** *** * **** CCF $ W • (40 Cni'— Technology Fee $ 2. �O DPBR $ _ Zoning $ /Odd Structural Review. $ Total Fee Now Due $ 159 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 I City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no worallation 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 7616tt-i' Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this ' The foregoing instrument was acknowledged before me this 30 day of d j , 20 01 by , day of ri L • , 20 ©7, by Jae 4) Z ° ,0 who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: /Z120/ 2- My Commission Expires: * ***+ x+ x*** ***** ****** ****** ******x:****************** :* :***: x***** ***** **x :****:x**** * **:x***a * ** ************** *** APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning Section A MIAMI "Delivering Excellence Every Day" Master Permit No: Contractor's Name: Job Address: • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Miami -Dade County Building Department Electronic Application High Velocity Iw icare ZM fe Robfir: §:Pe • • • •• • •• • • •••• •••• •• • • • • • •• Section A (General Information) Process No: • •• • •• •• • • • • • • • • • • • .• • • tit millanalwwwimi ❑ Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam Roof Ca., ❑ Mechanically Fastened ❑ Metal PanelShingles ❑ Other: !y Tile 1 Roof Type 11 ED MA .160 Oa 2003 Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes ❑ New Roof ❑ Re- Roofing ❑ Recovering 0 Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes 51 No Low slope roof area (ft.2) Roof System Information Steep Sloped area (ft.2) Section Et (Roof Plan) If yes, what type? ❑ Natural ❑ LPGX Total (ft.2) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a' x a'): 1 s-ralt-Ti 1e. . 2414-oz. a-Qt.4-7 41- 16442 CoMPlAe_ ctoc Area = 32°14V '(NFU �75 SECTION 84402.13 F G1-1 \'! OC'1`hY 11R1�I''� iV ;�l�f l� 5 -- I2.1-44�UJR.ED OWNERS NOTIFICATION = =lOT)FsNilf-x' 17q I) E12A S ; ;'1 C) NS ... • • r:4402.1.3. 1 Scope. As it pertains to the se••• t on, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section 8.4402 govern the minimum re ltiierrtts anVtiin:arcis of the.in.iurtry for roofing system installations. Additionally, the following iteLssh &rllil be a dl s'ed: s past If ttrtr greement between the owner ant the contractor. The owner's initial rw!he designated space indicates th!t the item has been explained. •• • • • •• ••• •• 1. jjj Aesthetics' VorLtta :4i�a: :ht.wo'rkmanship provisions of Section R4402 are • for the purpose of providiip; t ai tl ropfvy:i rn.wieets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). . 3. .C'►. eommon roofs: Common roofs. are those which have no visible delineation between neighboring units (i.e., townhouses, condotniniums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. � �n�r Exposed Ceiling: Exposed; open beam ceilingsare where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. 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 perfoiniance 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 overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. `��i. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result i extending the service life of the roof. Ltiv-, *OA.' 5)1 10 Owner/Agent's Signature Date Contractor Signature. • • • • • • • • • • • • • • • .. .. • E.1.01404 B (41■I41,11:n '0:0 Cig%dt,(711 • • • . RI • Iff.:Velpi( . Huff; - ne At' • .ntan ralit%pfiftliDC.Pflrg ... . .. • f • • . • • • • • • • Settili tr.Q...1( OW' ...5..1 P-e AP Ai I Vaiti:CA . ... . . . . . Rag taii 6 r $:P•atfit I or,.Ant ho:rlaa's.0' Shae:t Fillsity:S.p:aafie•Roof.Assprribly Components , . , . • • • • • •• • • 'MA/teal-11m* •• and 1:del-ftify': Marisifthttur6r • • • • • • • • • • • • • (r fa cottipoh 60 is-ridt: Lige:0 i iiiehliff8s "NA) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • HIGH-VELOCITY HURRICANE ZONES • 111 : : °G 8:yeteraTiViainifM;iter: D:apfgt•LWierl P.res:suree.., Frerri:RAS-12.R..rors•Ctl•cotliliong.:. 1*X-.15es'ig.ii,F)rossure;T•'rern.:the..apedific:.NOA g:Oere: Beek:. Type: eapgelTh16.1ness: • •Attoilorlf*a'Sheet*No.e.Plyks): . •titt:torlBase;Alladi fast•eaarlRantlini). Ratoi40... fastilation as Layer.. :Baia irist.datfori-61:ararld Miteloteis: Sas!,11:1sUlacrn,F.astenet/Biindfitglvt4teatit: Top. ligli1a1.10y1:SliA;:a Tep:Inutellert FELeteneiMendin g' Mete ad:: Base Sheet(e)4, Ply(e)..... Ply'Sbe .0:Ij/(g)! P Top Piy: P1 Ragt6iierTEs.cindifig" t Urfban.g":. FLORIDA BUILDING CODE — RESIDENTIAL POrtri'mte.r; . .Lap;• Its:k•Pw.A. • @ iap Owner i'stagt...11R; #•Rpwa' a- '•113.c Ni...tM4 era ..a-aten.argilko,ri 'Magi oil 180.a-0 P.4drnater• C.omet ti19.s:trato:Gorliposim#,ablo.thapd %/aciOlo:diing, uttr E4g terrrithatkni, taatifiuditt Oatit t..trfp, B 1sNr, Writer Fiashhip, t514ifila, Eto. lritticatte. Mea.n Kcidf flelgin c� Blasg Ishtng 0.0reppr1ent thttelMI, Ktiatprial Thitknesq, PRAte.ner TYPqi Fastener SlitithrtAlafterfadtaltrs.*.rietOls that Cetiliti.siettr-ROCS 111'40.4.019rottaMi' 16. • FT. Parapet Heioh,f Wen Rpof H•eight • • • • . - 44.21 Tile Roof System MIAM "Delivering Excellence Every Day" • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • Miami -Dade County Butitlinb Ddpartnirlt Electronic Application Section D Sloped System Description •' • Rqb# %Mem * • .4'. • • • • • • • • • • • • • • •• • •• • •• •• •••• •••• •• • • • Roof System Manufacturer: 1 MONIER 13" Notice of Acceptance Number (NOA): 07- 0228.03 .. • • • • • • •• •• • •• • • • • • ••• •• Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1: P 2: P 3: Maximum Design Wind Pressures, (From the NOA Specific system): psf Fill in the specific roof assembly components. if a component is not required, insert not applicable (n /a) in the text box. Roof Slope: Roof Mean Height: "/12" 10 Method of Tile Attachment: ft. -- Adhesive, Medium Paddy Polyfoam Polypro -- Altemate Method of Tile Attachment per NOA: N/A Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: -- Select Metal Gauge -- 1 -- Select Metal Type -- 111 /4R/S4 "O.0 Hook Strip /Cleat gauge or weight: Deck Type: 1 - -5/8" Plywood- , J Optional Insulation: E N/A Optional Nailable Substrate: O N/A Optional Nailable Substrate Attachment: N/A Basesheet Type: 1# 30 Fastener Type for Basesheet Attachment: 1 1/4 R/S W/TINCAP Tile Underlayment (Cap Sheet) Type: #'90 ASTM/ ASPHALT Tile Underlayment Attachment Method: POLY PRO AH 160 Tile Profile: FLAT 13 Section E 2 FOAM ''Delivering Excellence Every Day" • • ••• • • • ••• •• •• • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • Miami -Dade Count% Buitdidg IceglaCtmeQt nectronic Application High Velocity Hurricane Zone Roofing Permit Application Form • ••• • ••• • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • • • •• • • • • . • • • • • Section E•(Tile Culcutations) • • • Method 1 "Moment BgsectTpe,e It ,IIttms per RAS 127" • ••••••••• • • For Moment based tile systems, use Method 1. Contpare the values for 1•ArviitO the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the the attachment method is acceptable. P 1: ; 40 ..__ x ?, P 2: 95 1..._ x X P3: 95.1 x 0.313 0.313 14.08 29.76 - Mg: - Mg: - Mg: 7.08 7.08 7.08 = Mr1: = Mr2: = Mr3: 7.0 22.68 22.68 40.4 40.4 Method 3 "Uplift Based Tile Calculations Per RAS 127" NOA Mf NOA Mf NOA Mf 'or 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 ach area of the roof, then the tile attachment method is acceptable. 31: 32: 33: L...._ 1 x I: Description Design Pressure Mean Roof Height Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Required Moment Resistance Minimum Attachment Resistance Required Uplift Resistance Average Tile Weight Tile Dimensions x w: x w: x w: - W: - W: - W: x cos 0: x cos 0: x cos 0: = Fr1: = Fr2: = Fr3: Where to Obtain Information to complete tile calculations 5 NOA F' NOA F' NOA F' Symbol P1 or P2 or P3 H 0 X Mg Mf Mr F Fr W I = length w = width Where to Find Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Job Site Job Site Product Approval (NOA) Product Approval (NOA) Product Approval (NOA) Calculated Product Approval (NOA) Calculated Product Approval (NOA) Product Approval (NOA) • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• • • MIA MMADE • ••• • • • • • • BUILDING CODE COMPLIANCE OFFICE *Co:. • • PRODUCT CONTROL DIVISION ' • • • ••• •• •• ' • • • • • • • • • • • • • • ••• MIAMI -DADE COUNTY, FLORIDA • • • • 14ETRO -DADE FLAGLER BUILDING • • • 1:103VB ' FLAGLER STREET, SUITE 1603 • • • • • • • • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) • • • . . .. MonierLifetile, LLC . .. 200 Story Road Lake Wales, FL 33853 SCOPE: ••• • • •• • • • ••' •• • • • • • ••• This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 (Shake, Slate & Split Shake) 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 7. The submitted documentation was reviewed by Jorge L. Acebo. 6-0 NOA No.: 07- 0228.03 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 1 of 7 e • •• •• • • • • • • • • • ROOFING ASSEMBLY APPROV4,• :" Category: Sub - Category: Material: SCOPE: ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • • •• • • • • •••• •.•• ••••• •••• • •. • • • • .• •• Roofing ••• ••• ••• ••• ••• ••• Flat Profile Roofing Tiles •••• • Concrete • • •• ••• •• • • • • • • • •• • • • • • ••• •• This new NOA approves a system using MonierLifetile Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured MonierLifetile LLC and described 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 the installation section herein. The attachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION Manufactured by Applicant MonierLifetile LLC Saxony 900 Trim Pieces Dimensions 1= 17" w= 13" 1- 5/32" thick Slate 1- 9/32" thick Shake & Split Shake 1= varies w = varies varying thickness 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 Specifications TAS 112 TAS 112 Test Identifier 7161 -03 Appendix III 94 -084 94 -060A 25- 7183 -6 25- 7183 -5 Product Description High profile, interlocking, one-piece, 'S' shaped, high - pressure extruded concrete roof tile equipped with three nail holes. For direct deck or battened nail -on, mortar set 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 Date Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Static Uplift Testing May 1994 PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing Feb. 1995 PA 102 (2 Quik -Drive Screws, Battens) March, 1994 Feb. 1995 NOA No.: 07- 0228.03 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 2 of 7 Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers • • • •• •. •• • • • • • • • • • • • • • • ••• • • • • • • •. • • ••• • • • • • • • • • • Test •Identifier • ... . • . • .• 25714.-1: 1 ; • •..• • 25- 721'4.5 • •. .• • 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 520109 -1 520111 -4 520191 -1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations 130 • • • • • • • • • • Test Name/Report ..• • • • •••• ▪ Sttii Up #ift Testing • • 15A 102 (1 Quik -Drive Screw, Direct • "' ' fleck) •tatic%plift 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 PA100 Physical Properties PA 112 Static Uplift Testing PA 101 Static Uplift Testing PA 101 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 Restoring Moments Due to Gravity TAS 112 Date March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 January 2007 April 1999 February 2007 January 2007 NOA No.: 07- 0228.03 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page3 of7 • • ••• • • • ••• •• •• • • • •. •• • • • • • • • • • • • • • • 000 •. • • • • • • • • • • • • ••• • • • • ••• LIMITATIONS: ' "' • • "' • • • • •• • • • •• • • • • • • • • • • • • • •• t • • • • • • • • • • 1. Fire classification is not part of this• acceptance ∎ • • • • 2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. • • • • • • • ••• • • 3. Applicant shall retain the services tI lbunty.Certified Laboratory to perform quarterly test in accordance with TA$'1 S2:a13pendix:`A:.•Susfii testing shall be submitted to the Building Code Compliance Office for review. 4. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 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. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION: 1. MonierLifetile Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 2. Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) MonierLifetile Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - X* ft3) Tile Profile ? (ft3) Batten Application 0.289 )6 (fts) Direct Deck Application 0.313 MonierLifetile Saxony 900 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity - M, (ft-Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Saxony 900 Slate, Shake & Split Shake Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 NOA No.: 07- 0228.03 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 4 of 7 • • ••• • • • ••• .• •• • • • •• •• • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • ••• • • • • ••• Table 4: Attachment ResilktaMe ExiceUShd as'a Raiment - Mf (ft -Ibf) fonN'aliadn:Sistems :: "_: Tile Profile Fastener Type • • ." : : , • . • ••• • • Direct Deel (min 15/32" :•ply0body • • •• • • •• • • Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 2 -10d Ring Shank iai$ : °.' :: Wj?.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 Screws 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 Table 5: Attachment Resistance Expressed as a Moment Mf (ft -ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Adhesive 31.32 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weigher patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Polyfoam PolyPro TM 118.9' Polyfoam PolyProTM 40.44 3 Large paddy placement of 45 grams of PolyProTM . 4 Medium paddy placement of 24 grams of PolyProTM. Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Mortar Set' 43.9* 5. Tile -Tite Roof Tile Mortar NOA No.: 07- 0228.03 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 5 of 7 LABELING: • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • ••• • • • • • • • • • • • • • • •• • • • •• • • • • • All tiles shall bear the imprint o� isie tifis�l i a�king;oi: the manufacturer's name or logo, or following statement: "Miami -Dltde County ProdAct Control'Approved ". • • • •• ••• •• • • •• • • • • • ••• •• MONIERLIFETILE LLC, SAXONY 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NAIL HOLES PROFILE DRAWING 1 5/32 " (slate) 1 9/32 A (shake) 17 OVERLAY WATERLOCK 13" MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) NOA No.: 07- 0228.03 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 6 of 7 • • •.• • • • ••• .• •• • • • •• •• • • • • • • • • • • • • • • .•• • • • • • • • • • • • • • ••• • • • • ••• F�tOF��,E DIIAWING . ••• ••. • • •• • • • • • • • • •• .__ ••• • •••• •• •• • • •• •• • MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE NOA No.: 07- 0228.03 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 7 of 7