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BP-02-717Miami Shores Village 10050 NE 2nd Avenue Phone: 305 -795 -2204 • Painted:4 /10/20 • BARRY Applicant: • Owner: JOB ADDRESS: 11300 NE 2 Contractor Local Phone: Parcel # 11213600000 PAY TO THE ORDER OF ATIONAL BANK a EAGLE N venture Brash Meatus. F owl 331 Building Permit Permit Number: BP2002 -7l7 MIAMI SHORES VILLAGE NOTICE Owner is Responsible for Maintenance of OBENOUR ROOFING SHEET METAL & SUPBblfi>EBartor's Address: 7357 NW MifMig oderdinan es, Including ll of Miami Thor a l Caused By Current Construction Activities. Legal Description: 36 52 41 40 AC SE1 /4 OF NE1 /4 LESS E35FT & LESS W4OFT LOT SIZE AVE Total Fe e Total Receipts: $0.00 Fees: Description Amount FEE2002 -2057 Building Fee $1,095.00 FEE2002 -2058 CCF $34.80 Zr, . Total Fees: p Permit Status: Approved Permit. Expiration: 1011/2002 Construction Value: Work: INSTALL NEW TILE ROOFING MONIER ATLANTIR Fl AT ^r" 12271=-12-'-r--77111' ' _; _. ®_ bunrrd An _ _ —_.- .. uwt_ t. '' - e 5 r . y` META - ,�" M N171E F010WINGA ' NOVR ROOFING SHEET L �:,u,_. , .. nrnourrr �� = T, US CNEOK IS DELIVERED FOR P AYME SUPPLY CO. & SUPP g3p7 N.E. 6TH AVE., STE. A -707 305- 757 -2672 OBE t— ',__ MIAMI SHORES, FL 3313 i/I DA TE 1•II� 3 L68 6? L6 70 nu0 2pg65 u� 1:0660063t,91:0316136761,700 :0 66006349 • tt,orttractor or Builder) BY: _- o Z. 2096 63- 6341 24 $ 4/o 84T i1 D OLLARS tion 1740400 ompllance with all ordinances Vol to and approved by the ition. A further condition upon R latians pertaining to the work •tployees. In strict conformity with the either myself, my agent, Legal Description h �j 1 J Owner/.Lessee/Tenet J/�-f ' I )14 i V ers % 1� Owner's Address / U 6 N V 0- ( 5 S 7 Contracting Co.a Y/V 6 U r /)s T J') �/ A J Qualifier %.7 A l/ v ("lV 0 k State #C©l`j 3 0 b Notary as to Owner and/Or-COO:; My Commission Expire Historically Designated: e5r- t52 _ tit. (/l I,VCir5 ch(` Sign ture of owner and/or Condo President rkSS VI VI:L. 4 G-t - I PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. l 2nd Avenue • Miami Shores, Florida 33138.305- 795 -2204 � ,"`&) / /yS / Tax Folio Municipal # D) �JItF ?Jk FEES: PERMIT APPROVED: Zoning Building o Hr co 6e W Z Date Master Permit # Phone P 'cao0c2 319 Yes No I/ p 61-7/45 Address 943 / gU £ 1 np"C- .. / , 4 , / , / SS # PhoneJO6 7S7 -0 / 2 Competenc #e t7J Lf Ins. Co. e S IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE— INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL WORK DESCRIPTION: h,l ` n t I C rod it 11 oil7e v Q-(o ' 4 ed0v 1/4 lac'. Square Ft. ' /116 0 V Estimated Cost (value) 5I 1 e b 6 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS 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. Furthermore, I authorize the above named contractor to do the work stated. Aired Date No as to Contractor 4r My Commission Expires C.C.F 3 ∎(,' NOTARY ture of Contractor or Owner Builder Date 4/ d ms TOTAL DUE J� aR o ROOFING BOND 200, Date Electrical Mechanical Plumbing Structural Engineer SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement petween the owner and the contractor. Thc owner's initial' in thc adjacent box indicates that the item has been r'')".0 explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane one) are for the purpose of providing that the roofing system meets thc wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be ..__Wed 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 (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. L 4. Exposed Ceilings: Exposed, open beam ceilings are where thc underside of the roof decking can be l e , • d 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. Thc Florida Building Code provides the option of maintaining this appearance. 5. Fording Water: The current roof system and /or deck of the building may not drain well and may c water -to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not e oaded 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. ,r,a 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the `'•1 — or - of the structural assembly (thc building itself). The existing amount of attic ventilation shall not be duced. It may be beneficial to consider additional venting•which can result in extending the service life of the roof. C P Oaa te > a '11 0 Z / az ner's /Agent's Signature Date ontractor's Signature ! - 11 _ k R l♦ n zi 1 I 1 i � .. ! L ... - .�.., r ' s -... mi _ _.._ - -.. .. __ i E na + ! . .. i t r { e a It 1 - : .AA _ _ _ ..._ _ al _ �f - -- - _ �' b L 1 ` . 1.:�17∎APP.r ::_ V Job Address High Velocity Hurricane a Uniform Permit Application Form Section A (General Information) Master Permit No. tc:/ 0l J Process No. d y Contractor's Name ()be 10(90/ , sh e /4 -d a St 1(20 /I/'. W . f - ST ROOF CATEGORY ❑ Low lope ❑ Mechanically Fastened Tile %Mortar/Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive -RAS 150 2‘ ROOF TYPE New Roof ❑ R e- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 1.60 J9360 D om" Section B (Roof Plan) 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 elevati p ressureteenes a c d location of parapets. 1 High Velocity Hurricane Zone Uniform Permit Application Form Top Insulation Fastener /Bonding Material: Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify. Manufacturer (If a component is not used, identify as "NA ") System Manufacturer: NOA No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: Pmax3: Max. Design Pressure, From the Specific NOA System: Deck: Type: Gauge/Thickness: Slope: Anchor /Base Sheet & N Anchor /Base Sheet Fast Insulation Base Layer: Base Insulation Size and Thi Base Insulation Fastener /Bon•'ng Material: Top Insulation Layer: Top Insulation Size and Thickness: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener /Bonding Material: PIy Sheets) & No. of Ply(s): PIy Sheet Fastener /Bonding Material: 4 Top PIy: Tqp PIy Fastener/ Bonding Material: Y Surfacing: Fastener Spacing for Anchor /Base Sheet Attachment ° Field: " oc @ Lap, # Rows @ " oc Perimeter: " oc @ Lap, # Rows _ @ " oc Corner: " oc @ Lap, # Rows @ " oc Number of Fasteners Per Insulation Board Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Mashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. A FT. FT. Parapet , Height Mean Roof Height Roof System Manufacturer: , 4 tr !f/G pLG IE Notice of Acceptance Number: P ' -/c11• D 7 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmax1: Z1 Pmax2: >l 7t Pmax3: .2/ SG Maximum Design Pressure (From the NOA Specific System): XI. Roof SI pe: 3 12 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Deck Type: ype Un Ins Ridge Ventilation? 11 Sloped System Description l ooA, e G. derlayment 3a 1\ v. GO. PP ulation. Fire Barrier: N. I A, Fastener Type & Spacing: Adhesive Type: ype Cap Sheet: Roof Covering: rc 144 -6- o/clip /tet# 'We Hof Po( Type & Size Drip dge: c Attskailezfr Correz. M Required Moment Resistance* Mean Roof Height -0. Roof Slope y, 15' 20' 25' 30' 40' 2:12 30.7 33.4 35.7 37.7 40.7 3:12 28.7 31.3 33.4 35.2 38.1 4:12 26.6 28.9 30.9 32.6 35.2 5:12 24.5 26.7 28.5 30.0 32.5 6:12 22.5 24.5 26.2 27.6 29.8 7:12 20.8 22.6 24.1 25.4 27.5 Where to Obtain Information Description Symbol Where to find Design Pressure. PI or P2 or I'3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on.ASCE 7 Mean Roof I!eight H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier 1 NOA Restoring Moment due to Gravity M, NOA Attachment Resistance M NOA Required Moment Resistance M, Cafculated Minimum Attachment Resistance F' NOA Required Uplift Resistance I', CnI dialed Average Tile Weight W NOA Tile Dimensions I.. length w•• width NOA All calculations must be submitted the I3uilding Official at the time of permit application. High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M with the values from M If the M values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. r� Method 1 "Moment Based Tile Calculations Per RAS 127" (P1: ,% 1 'q x X • = 13.11 ) - Mg: S: = M 7•)-1 NOA M (P2: /!d•/ x X. = )T•51i ) - Mg: S• f = Mr: /J.? NOA Mr (P3: //J x X . = ?. - Mg: S; = Mrs., /• 96 NOA Mr Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA M *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P : x I: = x w: = ) - W: x cos 0 = F NOA F' (P x I: = x w: = ) - W: x cos 0: - F NOA F' (P x I: = x w: = ) - W: x cos 0: = F NOA F' Bt71LD1NG CODE COMPLIANCE OFFICE METRO•DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 160) MIAMI, FLORIDA 33130 -1563 (305) )75.2901 FAX (305) ))3- 29U8 CONTRACTOR LICENSING SECTION (305) 375 -252 FAX (305) 375.2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 37$ -2908 PRODUCT CONTROL O1v1SI(3ti Your application for Product Approval of: (305) 375. FAX (305) )72 -6339 Arta - rtis - SW - Like - arid SlaIe Fla t Profile Tile li Types of under Chapler 8 Mf the Code of Miami -lade County governing the use of Alternate Materials and Typ Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shrill nor be valid the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a}obsitc or ~manufacturer's plant for quality control testing. if this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material falls to meet the requirements of the South Florida Building Code. The expense of :cuch testing will be incurred by the manufacturer. Acceptance ;Yo.:99- 1012.07 (Revises No.: 98- 0604.01) Expirc:;:12 /16/2002 PRODUCT CONTROL NOTICE O1 ACCEPTANCE Monier Lifetile 135 NW 20 St. Boca Raton Approved: 12 /30/1999 FL 33431 THIS IS TH.E COVE1.SHEET, SEE ADDITIONAL PACES FOR S PECCFIC AND GENERAL CONDiTiQNS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the B fo i tch lding ode and Product Review Committee to be used in lade Cour►ty, Florida under the conditions s et MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING Raul Rodriguez Chief Product Control Division ranclsco . Quintana, Director 1 of 8 Miami -Dade County Building Code Compliance OInce J. , ACCEPTANCE No.:12:121,1.01 APP ROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF C PTAN E: S N a • ' _C n_ - ) - r — t� This revises a roofing system using 1• SCOPE Monier Lifetilc Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile TLC described in 1 Sa ration Code, 19 Edition for Acceptance, designed to comply a�Q s where tht cequt e ments, as determined by Miami - Dade County. For the loc pressure values obtain by calculations SFBC Chapter 23, do not exceed the design p in herein. The attachment ns in compliance with RAS 177 in section calculations shall be done as a moment based syscert Category : - prepared Roofing Sub Category: Flat Profile Tile 2. PROD. ?JCT DESCRIPTION Test Product M;�nufa Lured ecj Lions D P r o Lion A ti r�n_t Dimensions Monier L ke 1 15" PA 112 Flat, interlocking, high pressure e�vuded w 10 3!$" concrete shake and slate roof file equippe d Atlantis Shake and 1 y,," thick with two nail holes. For direct deck, mortar Slate Tile or adhesive set applications. varies ies PA 112 Accessory trim, concrete roof pieces for use Trim Pieces I at hips, rakes, ridges and valley w = varies terminations. Manufactured for each tile varying thickness terminations. prod uc1 Rainproof 11 2.1 Components or products manufactured by otlters Test Product Dimension eelflenAtions Ue Jt Man 30" x 75' roll P A 104 Sin ply, nail•on Protect -O -Wrap, 36" x 75' roll underlayment with 2" Inc. with current NOA) self- adhering top ( of 60" x 75' roll edge. 36" x 75' roll PA 103 Self - adhering W.R. Grace Co. unde c 'OA) Ice and Wsitt :r Shield 2 Frank Zuloaga, RRC Roofing Product Control Examiner 05731;06 09:05 MEDITERRANEAN ROOF TILE 4 305 7588484 ACCEPTANCE No.: 99- 1 -____ 012,07 APPROVED :December 30, 1999 EXPIRES : December 16, 2002 T C� OF ACCE' . NCE: ST DAR.D COt� ►1�I0 I, �Ffl E LLC oduct Wood Battens Tile Nails Tile Screws Roof Tile Mortar ("QuikreteQ Roof Tile Mortar #1140 ") Roof Tile Martar ( "BONSALGD Roof Tile Mortar Mix ") Root Tile Adhesive ( "Polypro® AH 160 ") Ve iral Wood Preservers Salt press` r Sretated Min. 1 "x 4" Institute LP —2 lumber battens Ho' n, Min, 1 "x 4" for use with vertical battens or Min. 1 "x 2" for use alone Min. 106 :3" #8rc 2 'A3 " long 0.335" head d' ►a. 0.131" shank dia. 0,175" screw thread dia. Roof Tile Mortar N/A ( "TileTiteit "' ) N/A 14 /A N/A Test Product eSCrt tion S ecifi PA 114 Appendix E. PA 114 Appendix E PA 123 PA 123 PA 123 See PCA 3 Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Prepared mortar m designed for mortar set roof the applications. Prepared mortar mix designed for mortar set roof tile a pplications. prepared mortar mi`t designed for mortar set roof cite a pplications. Manufacturer generic generic generic Bermuda Roof C Inc..vith current PCA Quil :rctc Construction Products Nvith Current PCA W. R. Bonsai Co. with current PCA Two component Polyfoam Products, polyurethane adhesive designed for adhesive set roof tile a pplications. Inc. Frank Zuloaga, RRC Rooting Product Control Examiner • 85 MONIER LIFETILE LLC Product Roof Tile Adhesive TileBond Hurricane Clip & Fasteners 89:06 MEDITERRANEAN ROOF TILE 4 305 7588484 TICE OF AC EPT NCE; Dlme,� ,, nsions Clips Min. ` /s width Min. 0:060" thick Clip Fasteners Min. 8d x 1 Tile Profile M Lif Atlantis Shake & Slate Tile Test S pecifi ti n Factory premixed See PCA canisters PA 114 Appendix E ST . DARD CONDITIONS 4 ACCEPTANCE No. 99- 1012.07 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 Product Qesc t' — o —n Single component polyurethane foam roof tile adhesive Corrosion resistant clips with corrosion resistant nails. Y(:inufi� turcr Flexible Products (with current NOA) Generic NO.028 D04 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 Miarni-Dade County Certified S Lab o rat r to perform quarterly test in accordance with PA 112, P shall be submitted to the Building Code Compliance Office o applicable Roofing 3.4 Minimum underlayments shall be in. compliance Applications Standards listed section 4.1 herein. 3 .5 30/90 hot mopped underlayment applications may be installed a lee ipl m e n d icular t J the roof slope unless stated otherwise by the underlaym published literature, 3.5 This acceptance is for wood deck applications. Minimum deck requirements shat be in compliance with chapter 29 of the SPBC. 3.7 May, be installed on slopes 7 :12 and greater with a minimum of two screws. 4. INSTALLATION 4,1 Monier Lifetile Atlantis Shake & Slate Concrete v(iam T p ade County Roofing shall be installed in strict compliance Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Aerodynamic Multipliers (f e) x (f f) Direct Deck Application ran ulonsa, RR • Roofing Product Control Examiner Monier Lifetile Atlantis Shah :e & Slate Tile EXPfl S NOTICE 0 TANCE: STAND,. t,D • TDITt Table 2: Restoring Moments due to Gravity Ni (ft -Ibf) Tile. 3 ":12" 4 ":12" r 5 ":12" 6 ":12" 7 ":12" or Profile greater Monier Lifetile Atlantis Direct Deck Direct Deck Direct Deck Direct Deck DirectDcck Shake & Slate Tile 6.0 5,9 • ° 5,8 L 5.6 _ 5.5 Table 3: Attachment Resistance Expressed as a Moment - M1 (ft - Ibf) for Nall -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 16/32" (rein. 19132" plywood) plywood) 2 -10d Ring Shank Nails 1 -10d Smooth or Screw Shank•Nail 2 -10d Smooth or Screw Shank Nails 1 #8 Strew 2 #8 Screw 1 -10d Smooth or Screw Shank Nail (Field Clip) 1.10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) 2 -10d Ring Shank Nails 30,9 7.3 14.0 30.8 51,7 � 24.3 19.0 35.5 31,9 50.3 38,1 9.8 :December 16, 2002 18.8 30.8 51.7 24.3 19.0 35.5 31.9 65.5 1 Installation with a 4" tile headlap and fasterners are located a min. of 2W from had of tile. rank uloaga, RRC Roofing Product Control Examiner Frank Zuloage, RRC Roofing Product Control Examiner 17.2 "'"1 49 7.4 18.2 24.4 24.2 22.1 34.8 32.2 48.3 Table 4: Attachment Resistance Expressed as a Moment M, (ft -Ibf) far Two Patty A dhesive Set Systems - Tile Profile T ;le lApplication Minimum Attachment Resistance 1 Monier Lifetile Atlantis Shake & Slate file Adhesive ---- 31.3' 2 See manufactures corn onen ap rnval for l nstatlation re uirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polytoarn Product. Inc. Avers • e wet ht par patt 8 ; rams, t95 /,j1 /OW MONIER LIFETILE LAC ACCEPTANCE No.: 99- 1012.07 NOTICE OF ACCEYTANCE: Tile Profile Monier Lifetil: Atlantis Shake & Slate rile Large Medium paddy_placement of 24 grams of PolyPre". Monier Lifet,te Atlantis Shake & Slate rile 6 PolyPrO t t" Po!PrO M APPROVED EXPIRES STANDARD C_Q DITIONS :December 30, 1999 :December 16, 2002 Table 4A: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Single Patty Adhesive Set S stems Tile Application acldyplacement of 4$ grams of PoiyProx"'. ';able 413: Attachment Resistance Expressed as a Moment - for Mortar or Adhesive Set Systems Tile Tile Profile A pli� Mortar Set Minimum Attachment Resistance 118.9 40.4 Attachment Resistance M, (ft -Ibf) 39.0 5. LABELING All tilts shall bear the imprint or identifiable marling 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 the South Florida 3uilding Code (SFBC) in order to properly evaluate the installation of this system. Frank Zulaaga, RRC Roofing Product Control Examiner . OZ . 1 111'1 0 tti MEDITERRANEAN R04 TILE:4 305 7588484 MONIER LIFETTLELIC r ACCEPTANCE No.: 99.10.07 APPROVED :December 30, 1999 E!?IRES :December 16, 2002 NOTICE OF ACCEPTANCE_ STANDARD CONDXTI • NS PROFILE DRAWINGS WATEFILOCX 1112'• Y: " • '•.... = '..•Y� .•.. 4VEPLAY ' . .;a • .....,....,...,..:..7, p .!'. MONIER Lt FETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE Frank Zulonga, RRC R0 ?ting Product Control Examiner NO.028 DI�7 I•` 05/8i/60 09:08 MEDITERRANEAN ROOF"TILE' 305 7588484 J9 MONIER LIFETTLF LLC ACCEPTANCE Nro.: 99- 1012.07 APPROVED :December 30, 1999 EXPIRES ;December 16, 2002 NOTxCE QF ACCEPTALC:E: TA D I7_c.Qi'IDITIONS Frank Zuloaga, RRC Roofing Product Control Examiner MCA, 0028 D%rs Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, State, and the following statement: "Miaof mi County Product Control Approval ". or as specifically stated in the specific conditions 3. Renewals of Acceptance will not be considered if a. There has been a change in the South Florida v Bu t co C anfe the evaluation of this product and the product is not in comp b. The product is no longer the same prcood�e`(identical) with all the one q u a eme t f thiis c. I; the Acceptance holder has no P t including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall autome.tically be cause far termination of this Acceptance, unless prior Nvrirten approval has been requested (through the filing of a revision application with appropriate fee) and granted by this o ffice. �. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and bolo documents, i shall ,beeavailablelrfor shall be provided to the user by the manufacturer inspection at the job site at all time. The engineer need not reseal the copies. 8. Failur4: to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pges 1 through 7 and this last page 8. END OF THIS ACCEPTAN