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RF-07-915Inspection Date: 05/15/2007 Inspector: Grande, Claudio Owner: Job Address: 905 95 Street NE Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Miami Shores Village, FL Project: <NONE> Contractor: ROOFTOP SOLUTIONS LLC Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - Repair Phone Number Parcel Number 1132060143070 Lot: Phone: (305)790 -6220 Building Department Comments REPLACING OF 80 TILES SPREAD ALL OVER THE ROOF MAY 1 5 2007 Passed 1 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, May 14, 2007 Page 2 of 2 Miami Shores Village ccY/ Building D e p artment ektuckt9 ' 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 BY: CEIVED Permit No. 111/4T° 'hi.' %Si IAY:0 442007 Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) 1 1 2c.,^ G q (c:A Phone # 2 S - 95e" 0/ 1.1 Owner's Address ZO S 0 F 95 5 "'1r City At A N 1 fi (,sores State F( Zip 331 3 S Tenant/Lessee Name Phone # Job Address (where the work is being done) °l o5" £. ci S 5 T City Miami Shores Village County Miami -Dade Zip -IS f � g FOLIO / PARCEL # Is Building Historically Designated YES NO ?C. Contractor's Company Name R0 o Toe So(it; oN$ I k. Phone # 2 os --f- `l o b 2 Z° Contractor's Address % 5f Z PL City N f Ale A-0 State .Vl Zip 3'3 of Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ $ f •C Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration ['New Repair/ ❑ Demolition Describe Work: �� Pi p Ce o -563 Submittal Fee $ Permit Fee $ /00 0 CCF $ 1 , 2.0 Notary $ Training/Education Fee $ I LC Technology Fee $ E Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ CO /CC Total Fee Now Due $ \(5-1 ,1 U ( (1)7D See Reverse side N PAID It r + Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lensier'sMtne.(tf,plicable) MortgageJ1ndir's Address 4' 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 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 _, by 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: NOTARY PUBLIC: Sign: Sign: Print: Print My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: " Plans Examiner Engineer Zoning (Revised 02/08/06) a Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Leader'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 AlI IDAVIT: 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 $2500, the applicant must promise in good faith thai a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notdkeof commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In t sence of suc> .,,, ed notice. the inspection will not be ,,#roved and a reindon fee will be charged Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 07, by Vorvg c �..-• , who its personally mown to me or who has produced k NOTARY ' LIC: Sign:, As identification and who did take an oath. Print o1 a (A.d ek_ „s dGG ----. My Commission EXPIRES: Jug 11, ertifieate of Competency Holder) %oFfl., &Wed TAro Budget sow services State Certificate or Registration No. Certificate of Competency No. •********** * * * * * * * *** * * * * ** *** ** * * * *** **** vet * *ss ** * ******** * ************s* ** *** ** * ** ** ****** * * *** * * * * *s * * ** Contractor The foregoing instrument was acknowlellged before me this day of , 20 by CIO oca Let ; \V who is personally known to me or who has produced as identification and who did take an oath. NOTARY P Sign: Ia77 ,. l4;c)2, Print p (tt _if‘ SCI e My Com fission Expires: aotaa :P�eG YOLANDA PL RODRIGUEZ to, ,,> ,r Y4WAS$ION # DO 562168 EXPIRES: June 11, 2010 Bonded Tin Budget Notary Services APPLICATION APPROVED BY: Plans Examiner Engineer Zoning c he 10/14/03 1 • • •• • • • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATIO p Master Permit No. • • •: Section ; ;G . ral kiwi/nation) Process No. •• • • • •• Contractor's Name: • • • 'Rooftop Solutions Low Slope El Asphaltic Shingles E Prescriptive BUR -RAS 150 • • • •• •• MAY 0 4 2007 �.Ipb ASdress: Roof Category O Mechanically Fastened Tile • Metal Panel/Shingles 1? Other. sive Set Tile gies/Shakes Roof Type New Roof 0 Re- Roofing 0 Recovering E Repair 0 Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes E] No If yes, what type? D Natural • ❑ LPGX Roof System Information Low slope roof area (fL2) Steep Sloped area (it.') Section B (Roof Plan) Total (ft.°) 8o 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' % a'): ZUNINC 11111111111111111111111111111MIMM111111111111111111111111111111111111111110111111111111111111111111111111111.11111MMISS //11./11111111 INIME / /t/ / / / /MINI/ /INIMIMEM71 1211'4; 11/l1>///1111 it 11110111/11 111M1///1 / / /i• MINI MIMI/1 IUMMIMIROMMIII• / / /1•NIM /MI 11111111111MINISININIMMINIOMIUMMISINIUMMINIfilIMINININts.wirwr A / / / //1111!■ ■ ■A111111 MI 11....MaM1iM/MMI<MM MINIM• IUMMI / NIMIVZIl111MRMIeIMZIMMUNIR I MMMMMMMM/M /MM INIM■ MMINHIi!>r»l•t IMIU M/M®>iA Mr':U1MENlr���ill�i //M MM MMMMMMM auaR. u/ M> t//M auIMMaI/ //1.111MM.M/a►MMw /MdW1mrtrlUMI ■ MMMMM/ MMMM/ MMMMMM■■■ M/ MMMn/ MMMMr ,MMM/ /M1MM11■MM//MMM/MMM/Y1 as MM/■ M/ MMMMMMM/ MMMMMMMM//■■ r► 1MMIMII/; 1IM11111110 11/MMM/ / /M1YMM/i•/MIUM MIIMMMMMMMMMMM /M1MM ■ /MMM1111r //11 M.IIIIII r1a///MM/MMM///MMM//MMMISUI MM/ MMMM// MMM/■ MMMM■■ MMMMMMMrMU► X1111 ►IMI / ■M1MMt ® /■MMMMMMM /MMMMM/MII MMM aM>l MIMMMM110111rMMMMMMMIt11 >MMMIrrMMMMMIMM/MIN /M/1A/M1RMlNM11M11MMMMM■ MMMMMMM111MMM11M MMIMMMMMMMMMMMMMMMMMMMMIMMMM MM /MMMM /MMMMMMMMMMMM MMMMMMMMMOROMMMINI MMMMMMMMMMMMMMMMI MMMMMMMMMMMMMMMINI MMINI M umunumumumaNIUNIMINHIMIUMINWIIIIIHMOMMIMMIIIMINIMMIN MMIMMMMMMMMMMMMMMIMMMIMMMMMMMai MMMI1`MEINI MM/MIAMMMa.MMIMMMMMMMl manummusMMMMMMMM■■MMMMMMM INeu rM` 1MIS !!MMM1 /MMM /MM11M / /MMMMMMMMMMM MMMMMMMMMMMMMN MMMMMMMM■MMI M1,' €'N II1, 1', MAEriu .uuMMMMMMMMMMMIMMMMMMINMMMM. MMMMMMMMMMIMMM■MMMMIMIMIM110111 MNIMMMMM /MM/M/MMMMM//MfNrMM/MMMM /MIll IMMIIIIMMISMOUNIMMINIMINIIMINIMIUMMUMMIMMUMMONNIIMINNE MMMM•MMMMMMMMMMM1 1wMMMIMM■NIMIN M■ iRm■ I[■ IMEMOUMM1I<1MMMM/MMMIIMMMIIMM I /M1MIMMI/MMMMM/MIMMOIMIMMMM/MM IRINE MMMIMMMI M//MMM/MM/MINMMMM (MINI MMMM IIIINIMIII1 /2MMCI au11o■■ M■ MMIrMMt/■ MM/■■ MM ■ /MMM /MMMM1IMi /MMMM / /M ■ / ■ /MMM uFIVAMI i T TM, R _ MMMMtMMM /M/I•mumu M1M/MU /M mMM1tNMMM1MMnum/MMMMr au tos1M11mmiwiit)mi.M_ pM� aMyI�MMLtiMMMMMMMMMMMMM manim M/MMMMMMMMRMMMMM /■ MMIt1MMMMMMMMMIMMI>101111 MMMI1 MMMMM/MMMM //MIIM/MM /MMMINHIRI MMMI /MMMMMM . iVMI1MMMM iI�IMMMM / /MMt ra MMMMiIMMMMMMM / /MMM / /MMMIM /� /rIM / /MrM / /MMMMM /MME M1Mt`ironn MMM1hMMMMMMMIM/ MMMMMMMrMMMlMMM /MMMMMMR/MMMMrMM/MMRMMKL BLDQ DEPT SUBJECT ICI COMP , WRM ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Page 2 • • ••• • • • ••• •• •• • • • •. .• • • • • • • • • • • • dab a. Alblia High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNrf;3VL'DINVQ1rARTl Et17 Efi..ECTRONIC APPLICATION lb • • • • • • .. .. • ... • • • Sectlen.D{Steep•Sloped Roof System) • • • Sloped System Description Roof Slope: ii -712" Roof Mean Height: 1 U Ridge Ventilation: In/a Method of Tile Attachment !Adhesive, Medium Paddy Polyfoam Polypro Alternate Tile Attachment Method: Ink Clip Spacing for Metal Roof Panels Field: Perimeters: Comers: Perimeter Width: Page 4 Deck Type: 15/8" Plywood Alternate Deck Type: . In/a Underlayment type: l #30 lb Insulation/Fire Barrier Board: In/a Optional Natiable Substrate:* in/a Fasteners: 11 1/4 RS nails Cap Sheet Type/Adhesive Type: IAsphait type 4 Roof Covering: !Flat Slate Tile Roof Covering Attachment Method: IPolyPro Drip Edge Size & Gauge3" face 26 ga. Drip Edge Material Type: IGalvinized Meta Drip Edge Fastener Type: 11 1/4 RS nails Hook Strip /Cleat ga. or weight: I N/A Roof System Manufacturer: IMollier' ' "' •. Notice of Acceptance Number: 02-1205.06 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): 121: -45 P2:; -95.1 P3 :' -95.1 Maximum Design Wind Pressures, (From the PCA Specific system): 118.9 Sloped System Description Roof Slope: ii -712" Roof Mean Height: 1 U Ridge Ventilation: In/a Method of Tile Attachment !Adhesive, Medium Paddy Polyfoam Polypro Alternate Tile Attachment Method: Ink Clip Spacing for Metal Roof Panels Field: Perimeters: Comers: Perimeter Width: Page 4 Deck Type: 15/8" Plywood Alternate Deck Type: . In/a Underlayment type: l #30 lb Insulation/Fire Barrier Board: In/a Optional Natiable Substrate:* in/a Fasteners: 11 1/4 RS nails Cap Sheet Type/Adhesive Type: IAsphait type 4 Roof Covering: !Flat Slate Tile Roof Covering Attachment Method: IPolyPro Drip Edge Size & Gauge3" face 26 ga. Drip Edge Material Type: IGalvinized Meta Drip Edge Fastener Type: 11 1/4 RS nails Hook Strip /Cleat ga. or weight: I N/A • • • •• •• •• • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • ••• • ,• • High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY•Bt$P DINP pgPARTIMNTiLECTRONIC APPLICATION • • •• . • r a • • • • • • • • • • • - • • • • • • • • ection E (file Calculations) • • • • • For Moment based tile syeliein i, &6sb d tiles Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1: -45 x A 0.289 - Mg: 7.52 = Mr1: 5.48 NOA Mf: 118.9 P 2: -95.1 x A 0.289 _ Mg: 7.52 = Mr1: 19.96 NOA Mf: 118.9 P 3:1-79-Er x A 0.289 _ Mg; 7.52 = Mh; 19.96 NOA Mf: 118.9 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: NOA Mf: Mr Required Moment Resistance* Mean Roof Height in Feet 15' 20' 25' 30' 40' Roof Slope 1 1 1 1 1 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3' 5:12 28.4 30.1 31.6 .32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 • • .•• • • • ••• •. .. • • • • .• • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• SECTION 1524 HIGH VELOCITY HURRIgANQLONE$'REQ,UIREQ gWNCRS NOTIFICATION FOR ROOFING ". ' CONSIApRATIQNS' .... ••• • • 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building goVer8 tiie.rfiinirhtun: uir+ ments and standards of the industry for roofing system installations. Additionally, the t'dlotong :tean&douICI be addressed as part of the agreement between the owner and the contractor. The owner'rb.iiliti"a1 in the adja'setat,Mo» indicates that the item has been explained. 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 petfurn iatn e standards: Aesthetics iamearame)- issues are riot -a consideration with respect-fa-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. Z. RenailingWood Decks: When replacing roofing, the existing wood -roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (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. ZG' 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. )°"•(7-* 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 performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. R. Cr 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. �G"' 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 shall not be reduced. It may be be _ _ _I to consider additional venting which can result in extending the s- ice life of the roof. - ent's Signature Date Contractor's Signature 905 rn cg's Permit Number Property Address —o f ;.. • • •• •. • • • • • • • • • ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • .. • • • • • • • • • • • • • • •.. • • • • • . • • • BUILDING CODE COMPLIANCE OFFICE (BCO) PRODUCT CONTROL DIVISION • • • • • • MIAMI -DADE COUNTY, FLORIDA • • METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • • • • • • • • •• • • • •• ••• •• • NOTICE OF ACCEPTANCE (NOA) • • Monier Lifetile, LLC 135 NW 20'6 Street Boca Raton, FL 33431 •. • • • • • ••• •• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance. purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may .immediately revoke, modify, or. suspend .the use of such product or material within their jurisdiction..BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Flat Shake & Slate, Sierra ShakerM & Super Shake"; and Colonial Slate & Shingle Blend 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 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- 1205.06 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 1 of 7. • .. • • • • • • •• • • • • .•• • • • •• • • • • • • • • • • • ••• • • • • • • • • • • ••• • • • • •.• Walker Engineering, Inc. Waldron Catculitions • • . 25 -7584 December • • • "• • • • ••• • • •' 25- 7804b -8 1996 •••• •• • .•. • • • 25- 7804 -4 & 5 25- 7848 -6 Walker Engineering, Inc. Evakxtion'Cakulat ons • • • • • 25 -7183 March 1995 Walker Engineering, Inc. Evalt tibb.'C$14z14tidns' 4erodynamic Multipliers April 1999 Walker Engineering, Inc. • • talcilations: : :..Two'Patty Adhesive Set System April 1999 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 shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed_ perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lifetile Flat Shake & Slate, Sierra Shaken( & Super Shaken(, and Colonial Slate & Shingle Blend 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 (Ibt) Length -I (ft) Width -w (ft) Monier Lifetile Shake & Slate, Tile 10.8 1.38 1.08 Monier Llfetile Sierra Shake"' & Super Shaken', and Colonial Slate & Shingle Blend Tile 11.1 1.42 1.03 Table 2: Aerodynamic Multipliers - X (fts Tile I (fts) A. (fts) Profile Batten Application Direct Deck Application Monier Lifetile Shake & Slate, Sierra Shaken' & 0267 0.289 Super Shaken', and Colonial Slate & Shingle Blend Tile NOA No.: 02- 1205.06 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 4 of 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • . • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • ••• Table 3: Re chip Npa,3 I31Ss dt to•©ravity - Mg (ft -Ibf) Tile Profile •3's: f2" '.'4 ":1:2" • . • :5 ":12" 6 ":12" 7 ":12" or greater Monier Lifetile Shake & Slate, Sierra Shaken' & Super Shaken', and Colonial Slate & Shingle Blend Tile Battens ' • . Dl fe4t D BOWS DM : Dk B tens • . Direct Deck - Battens Direct Deck Battens Direct Deck 6.57 • • : 7;54 • • : 6:4T • • • • 7 :43 ••• 6 33 • • 7.27 6.17 7.09 6.00. 6.90 Table 4: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Nall-On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Shake & Slate, Sierra Shaken' & Super Shaken', and Colonial Slate & Shingle Blend Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nall (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' 50.3 65.5 48.3 1 Installation with a 4" tile headlap and fastemers are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mt (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Shake & Slate, Sierra Shaken' & Super Shake'"', and Colonial Slate & Shingle Blend Tile Adhesive 3134 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. NOA No.: 02- 1205.06 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 5 of 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • ••• Table 5A: Attach lesittanoe for'Sinfile Patty tzprdse as a Moment - Mf (ft -ibf) Adhesive Set Systems Tile Profile •• • • • • Tile Application • • ••• • • Minimum Attachment Resistance Monier Lifetile Shake & Slate, Sierrd s> S 'h :' & Super Shake'm, and Colonial State&: : ' •' Shingle Blend Tile : :.' :•PolyP,rom 118.94 : ::.2olyPi'oTM' 40.4° 4 Large paddy placement of 45 prams of PolyProTM. 5 Medium paddy placement of 24 grams of PolyPron'. Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Shake & Slate, Sierra Shake" & Super ShakeTM', and Colonial Slate & Shingle Blend Tile Mortar Set° 43.9 6 Tile -Tite Roof Tile Mortar. 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 NOA No.: 02- 1205.06 Expiration Date; 12/16/07 Approval Date: 01/02/03 Page 6k of 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • ••• • • • • • • • • • MONIER LI r'IMS 4olu 1 IrQNCRETE ROOF TILE •••• • • • ••• • • • • • • • 11• • • •• ••• •• • • • • • •• • • • • MONIER LIFETILE SIERRA SHAKE & SUPER SHAKE CONCRETE ROOF TILE MONIER LIFETILE COLONIAL SLATE & SHINGLE BLEND CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 02- 1205.06 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 7 of 7