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RF-07-1473Miami Shores Village Building Department Lit, 10050 N.E.2nd Avenue Miami Shores Florida 33138 t Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. ��- PERMIT APPLICATION Master Permit No. FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical g oofin Owner's Name (Fee Simple Titleholder) /dl/lZFjt4 Of j /11%G- Phone # 5 Owner's Address /30 AE 4%2 Sy' City J"11r1r'/6'r$*/kD State iq Zip OF Tenant/Lessee Name Phone # Job Address (where the work is being done) 113(5-1 A)� /0.27 :571-- City Miami Shores Villa e County Miami -Dade Zip Is Building Historically Designated YES NO- '�<_ Contractor's Company Name z&/__5 /3y G� /�!'�� Phone # f86" 4!�tfj d:ryZ Contractor's Address 32®i S-U Wig I'i o City do ltk, oV o L, State �� Zip_ 3 3vZ3 Qualifier State Certificate or Registration No. (fCcd2t,�P40 Certificate of Competency No. Architect /Engineer's Name (if applicable) Phone # p c $ Value of Work For this Permit Ot 7 � � Square Footage Of Work: 3& , Type of Work: nAddition ❑Alteration []New Repair/Replace El Demolition Describe Work: A /<?C0/' 7,_�e D11- /6L •e ve CD 13.4 C4 Tt LL et !moo 11-1-4) F Submittal Fee $ Permit Fee $ ' % CC $ �� CO /CC Notary $ Training/Education Fee $ + o Technology Fee $ 13 ' 13 - Scanning $ q 00 Code Enforcement Total Fee Now Due $ %? l (Continued on opposite side) Radon $ Zoning Bond $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of d/ ,200;L,by_/I Nv7 / ?VJN1g)6- , who is personally known to me or who has produced As identification and who did take an oath. Signature Contractor I The foregoing instrument was acknowledged before me this/2- day of Vv L ,20 6 % by _�'kG1f who is personally known to me or who has produced as identification and who did take an oath. NOTARY _ NOTARY PUBLI Sign: Sign: Emeemea , =.. RIC; D 1 —t.; i Print: = 11 Print: My Commission Expires: � " Florida Notary Assn , Inc ............... .............................. My Commission Expires -� ExQires 5/6/2011 'kav Fbrtdallohary itaiw �MA>ti���nata .1m ;L,:1.y APPLICATION APPROVED BY: Plans Examiner Engineer Chc 05/13/03 Zoning [a I fill 1111 CFN 2007RO705956 OR Bk 25784 Ps 11671 Qps) RECORDED 07/1712007 15-:00:36. HARVEY RUVIN? CLERK OF COURT MIAMI-DADE COUNTYr-FLORIDA, LAST PAGE NOTICE OF COMMENCEMENT A41WINED Copy MUST BE p=W ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. _TAX FOLIO N04Y-dAf !g;Z STATE OF FLORIDA. COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that Improvements will. be made to certain real Property- and In a9Wrdan08 with Chapter 713, Florida StatlAss, the following Information Is Provided In this Notice of Commencement 1- Legal description of and StreeVaddress: A55 / 4;V1 144 '4V;W_VW jrafig@�2 _e .r M"e -I - ^.- 2. Description of Improvem 3. Owner(s) name and address: 111gf AY, log-s-r Interest In property: Name . and address of fee simple titleholder. ............ P . .......... 4. Contractor's name and .adicirililitiltil -7 1 01020 E OF Ft.'_)R?DA, r 777f-v ()r- D�,DC_ 5- 8ur9tY*- (Payment bond required W owner from contractor, if WEBYCEPTIFYftiatl isar LG1f,'y0ftP,- Name and address: S� o✓gmt ff," n day of Amount Of bond 6. Lender's name and address: HAFZVEYF,11JVyj,r, ear I r '_.oun' ('(;tj 7. Persons within the state of Florida designated by Owner upon whom notices or other d ments may be served as Provided by Section, 713.13(lXa)7., Florida Statutes, Name and address: 8. In addition to himself, Owners_ designates the following Person(s) to receive a COPY of the Llenor's Notice as pmvift Name and address: - ---------- 9. Expiration date of this Notice of Commencement: (the expiration * date, Is I year from the date of Bonding unless a dliftent date is specified) I of Owner Print Owner's Na ' m kf &I — Prepared by-.&A&# Swam to and- subscribed before me this -L4L day Of 20 Z. /?-A 7j j S V Notary Public Addresnz iq.AA�J�j /.Wep Print Notem''s 46�me MY commission' expires 12SM-M ME 4 &U CAM"* D0WMW FWbNfty AM.. Im HURRICANE ZONES M=Msoid 00NOMMUM s • r Al icrWCuu • • ROOFING r Miami Shores r MEN ME®EEMNS■MIM■OMM ®IMMIM ®MU■ M z M "w. m ONE MEN -- 1s' v � Ar 00 000 00 0 0 0 be • • • 0 '. Florida awml v 0000 Edi��,n:zt tfi01f V Zeni:ltitotrh P n: Form, • •; • • • w • a, a •e LYJ y w Rod ASUM . h C ' • • i ....:• s • i • w .. • 'i {�• a oorntrone It it Rot (sled; l w, "9VA7 ' system Maludature��' • .. • , .• • • . • • NOA..• �� / • '••• • • r •'e• •• �. • • ••.i ••. • • • • '• • • e • • inklborA A*d8asaShed. ID*Op V •Pmwuvk Ram RAs 123 aW .: •Ca'tlonx • Pme�i4 � 4i � p .Z. ' �: ` • • • '. : # Rews � �� � • `.. ���+�"!OO Qt � .r.....,..i�l..... 9-.� . �• • • �• i't B stows, max 0 r' Irl •rrrrrrr��.r.s.. Eel•wit ow��,�„OC ✓•�i. � .. A Deafc � l � N mbar o#`Fasteners Per lnauw1ch • slope —/s/ eNl� Recd -..__. Pidetec• Corimer�;,,,_ AnftriBaae sheet & No of Pbla d ` . • aftwkse Cornpork" to Noted and . A�rior/Baee sheet FasteneMBo�g A�ter� .. � ApQlicatbls: AOI htelatton Boas layer dfp , --- �.---- •._,.�......�T� . ilVoodbloedr�g, t;er, Edge Terminuiion; ' ft.Ftahft Continuous Clem, Cant 31ze'ar�d Thtctc y� ►,# adpi SaSOUS144 CoUnter- Flashing, ea�ta ir�sula . Faste" i l ;otnc WOW 1 ��� CT", Eta 1Aeoa tit height, pan •Hv.Vtk Top �•aY = --�..� �. l 'I'hlcta� arT Fade wn d.• . Top h> on ate sed • or. Manufaddre Ode&that . • Ca!!ipT!►Vlfllh RA81 t t an<I Chapter i 6. Top IrBa�,F�ene�d+ M464t:• Bu f sn«st{S3 a No.. of P F te cheat on�&rg !�y %' y s ��ai4s_Aa %W Oys ' JOT O �hrIaiW�, bf �Ai�df,!!G5 • • `p!y(s�r /'/��! .z/9�.�.f 'per ftsSheat Fast*vAocdng alabi tL. — Top Toy FV Fa�teiterteatding rriater: MOM �. , HIGH Yotoc •vl lwa ouIOUury '-vac MGM" ZU04 ity► Humiean4 Zone Uniform Permit Applicatdon Form Roof System Man>afactuna� /.-z0 '�L•� _ •• • • • • Product Approval numbe "' .. • ... . dro Minimum Design Wind Pressuares, If Applicable (from RAS 127 or Calculations}: 3: Maximum Design Pressure Product Approval Specific system 3411 Method of Tile Attachment h-A Steea Slaped Roof "Svstem Deseri_,t* 6 Deck Type: RaOI Slope 3J2 Type Un&riatyment: �, 1psuiation: ' Fire Barrier: Fastener Type & spacing: N s4 a� Adhesive Type; Ridge Ven fa on? Type Cap sheet:��'� $ct J�e.tyyeA 0 Roof Covering: an Roof Heifgltt: oZ iii Type & Size prip Cap; . :3x3 A,6:00 Florida Building Code Editjojj 2004 NIGH Yetoc Murdcane Zone'U nNo rcpt FAQ Section , -E. (life Ca cuta#1onsj For moment based the systems, chose eAher Methad 4 Oft ComparW Uya Values IoiC K with the values from Mr. if the S values are greater than or equal to the M'valtm% fotVacif area oT thit roof, then the the attachment method is acceptable. �Jlethod 1 "Mom n ase s1'® Cali • QnCsrptS'.�7" MI 7� x960/ % M� �a141rt Irt jtW1i�1'M►0,7 x k ! - M. F Product Approial M► 1 (Pa. e [ x 71. r i' •da lyls r ;eMe Pr�ct: ApproVid Mr 3 Method 2 "Simplified Tile Calculation per Table Belown Required Moment Of.RO3siance ( ) From Tonle 870w.Product Approval Mr *Must be used in conjuetion with. a list of nionm based file systems endorsed by the Broward County Board of Rubs and Appesir- For Uplift based file systems use Method 3. Compare the values for P' with-the values for Fr.. K the F' values are greater than or equal to the F r values; for each area of the roof; then the tile: attachment is .acceptable. Method -3 "Uplift Based Tice Calculations Per RAS 127" ' Pr. - __,_„_ x 1. x vr:= ----). W.*—x cos Product Approval F*' . (Pa... -.�. x 1. : x V :"—""� �""— x cm *`,._vKF4__Product Approved F'___ -,__r _^_.w__ j- w: x acs 8 _____ -,. Product Approval F'__"_ Where to obtain Mr R ed Monerit of Resistance" M � Roof H4. ht-r W 2W 25• 34' 4W H 34 Roof B .Job Sfff 4s sit R Mwn+ent.ee to Groltv W-4- 1 3 LOTM mwmtRa11s61rgs Mr 328 hgnkqumAaachmontN, Oftros 1 Product SLO Fr W-0 32A 7:1 4 .! ZLI 20.2 3Q0 *Must be used in conjuetion with. a list of nionm based file systems endorsed by the Broward County Board of Rubs and Appesir- For Uplift based file systems use Method 3. Compare the values for P' with-the values for Fr.. K the F' values are greater than or equal to the F r values; for each area of the roof; then the tile: attachment is .acceptable. Method -3 "Uplift Based Tice Calculations Per RAS 127" ' Pr. - __,_„_ x 1. x vr:= ----). W.*—x cos Product Approval F*' . (Pa... -.�. x 1. : x V :"—""� �""— x cm *`,._vKF4__Product Approved F'___ -,__r _^_.w__ j- w: x acs 8 _____ -,. Product Approval F'__"_ Where to obtain bitonnation VMWw* to 8nd Dwcd Dom► Pawns P1 or PZ or P3' 127 1.or by art =**b prepared by N hoed an 7 Rod H Job SM Roof B .Job Sfff Paoduet A R Mwn+ent.ee to Groltv A AWcfMm* LOTM mwmtRa11s61rgs Mr Crrl�isrbed hgnkqumAaachmontN, Oftros F Product R Fr aHcf &N—am TNOW W Product 'fit. Dim - Q1, rs P AppmvW AN Calculations must be aft ttted to the 009 ©!tidal at the time @ t a lion A009 F�P/ �Aoo'LZ' 6L'o ............. • • • . • • • • Q�'Iri dp'a X x-Yw 4 MIAMt•DAW BUILDING COOS COMPLIANCE OFFICE (BCC©) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE t'Nt7�A} Monier Lifetite, LLC - -- — 135 NW 20`h Street Boca Raton, lFI, 33431 • • ••• • • • ••o •• •• • • • •• •• • • • . • e• e • • MIAMI -DARE COUNTY, FLORIDA . JVWM(40A= FLAOLER BUILDING WFXr 1r06dL9R STREET, SUITE 1603 :N4A;41. FLORIDA 33130 -1363 •(305) 3t -2101 FAX (309) 37S -2906 .: ---mss • • •• • • •- • ••e •• 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 -!Jade County Product Control Division and accepted by the Board of Rules and .Appeals (130RA) to be used in Miami Bade County and other areas where allowed by the Authority Having Jurisdiction (AHI), 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 AEU (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 tight to revoke this acceptance, if it is determined by Miami -bade County Product Control Division that this product or materinl 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: Mission `S' and EspanaT-4 IN115sion Concrete Roof Tile . LABELING! Each unit shall bear a permanent label with the manufacturcr'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 filcd 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 b the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it sha y ll 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 Zuloa;ga, RRc I0 *d haw ° I., IR NOA No.: 02- 1205.04 Expiration Date: 12/16/07 Approval Date.* 01/02103 Page 1 or 6 S*1'116 1FVSF 0i (l ' J 77 r • • • • • • • • • • ROOFING ASSEMBLY APPROVAL, .'• 00 .: ": .'. '': Category: Roofing '.' . 0:• '•' '•• : Sub- Cat��ory: High Profile Roofing Tilcs •• • • • •• ••• •• Material: Concrete ' • : •: ::::: • ' • I. SCOPE •..•••. • .. .. • • • •. .. This renews a system using Monier Lifetile Mission `S' and FspanaTM Mission Concrete hoof 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 compltanoe 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 Manufactureddbv Test Product A_ppla�nt Dlmc�ssions spcCiiicsstion.5 Description Monicr Lifetile LLC I = 16✓," PA 112 High profile, interlocking, one- piece,'S' Mission'S' Tile w= 13". shapcd, high - pressure extruded concrete roof 'Ja" thick tilt equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications, Monier Lifetile LLC L = 17" PA 112 High profile, in'tcrlockinb, one - piece; 'S' Espana Mission Tile W = 12' /a" shaped, high - pressure extruded concrete roof ' /a" thick tilt equipped with two nail holes. For direct deck or battened nail-on, mortar sct or Trim Pieces 1 varies PA 112 adhesive set applications. Accessory trim, concrete roof pieces for use w °' varies at hips, rakes, ridges and valley* terminations. varying thickness Manufactured for each tile profiie.0 2.1 SUBMITTED EVIDENCE; Test--- Att�ncy Lc t id ntifcr Test_Name/Renort PAU Redland Technologies 7161 -03 Static Uplift Testing Dec. 199I Appendix III Redland Technologies 7161.03 PA 102 & PA 102(A) Wind Tunnel Testing Dec. 1991 Appendix It Redland Tcohnologies P0402 PA 103(Naif -CM) Withdrawal Resistance Sept. 1993 Testing of screw vs. Redland Technologies Letter Dated Aug. 1, smooth shank nails Wind Tunnel Testing Aug. 1994 1994 Redland Technologies P0631 -01 PA 108 (Nail -On) Wind Tunnel Tasting July 1994 PA 108 (Mortar Set) �' .. NOA No,. 02- 1205.04 Expiration Date: 12/16/07 Approval Daitc: 01/02/43 P2gt Z of 6 r Test Aeon+cy Professional Service Industries, Inc. The Center for Applied Engineering, Inc. 'Me C:entor 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 Idantifier IC- 1320 -94 25- 7688 -3 25- 7688 -10 25- 7688 -5 257688-4 520111 -3 520191 -2,1 Calculations Calculations <a • • • • • • • • • • Tcst Name/Reuort • ••• • .•• • •e• ::..'Play��al Pri'ipsrGes � •' Static Uplift Testing • • PA 101•(AlhesIve SeQ. M 1 1 :( *4t;F O. •�: Staid UpANTIstinf•: IPA 162 (3" Headlap, Nails, Direct Deck, New Construction)❑ Static Uplift Testing PA 102 (4" Headlap, Nails, Clips) Static Uplift Testing PA 101 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Aerodynamic Multiplier Two Patty Adhesive Set System 25 -7183 Date i Feb. 1995 June 1996 July 1996 June 1996 Junc 1996 Dec. 1998 March 1999 March 1999 April 1999 March 1995 25 -7094 February 1996 25.7496 April 1996 25 -7584 December 1996 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 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 sued 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. Fpt NOA No.. 02- 1205.04 Eiptration Date: 12116107 Approval Date: 01/02/03 Page 3 of 6 • • ••• • • • 4. INSTALLATION . ... • . e. 0 4 0 • • • 4.1 Monier Lifetile Mission 'S' and EspanaTI1 Ig igsipb Cbnctete UdMlk- add its components shall be installed in strict compliance with *Rboting Applich8n Sbalc c%d RAS 118. RAS 119, and RAS 120. 4.2 Data For Attachment Calculations • • • • • • • • • • • • Table 1; Average Weight (w) and $)%nerisiotsl;;w,�•• Tile Profile Weight -W (Ibf) Length-[ (ft) Width -w (ft) Monier Lifetile Mission'S' 9.1 Es ana Mission Tile 9.79 1.42 1.03 Table 2: Aerodynamic Multipliers - A I ft Tile 3 ":12" 401:12" Profile Batten Application Direct Dock Aeplicatign Monier Lifetile Mission 'S' and Espana 0.262 0.284 Misslon Tile 5.1 reater "Table 3: Restoring Moments due to Gravit - M ft•Ib Tile 3 ":12" 401:12" 6";12" 6 ";'12" 7 ":12" or Profile 41.2 i _ 1 -10d Smooth or Screw Shank Nail 5.1 reater Monier Lifetile Battens Direct Battens Direct _ Battens Direct Battens Direct 2 .#$ Screws Direct Mission '$'. 29.8 Deck 23.1 Deck 19.0 Deck 29.3 Deck 24,0 Deck 7.77 8.34 7.65 8.24 7.49 8.03 7.30 7.83 Eattens 10 7.8 Espana`" Mission Tile Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Nail -On S_ stems Tile Profile' Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19132" plywood) Battens Monier Lifetile Mission '$', FspanaTm Mission Tile 2 -10d Ring Shank Nails 28.6 41.2 i 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 Z-1 0d Smooth or Screw Shank Nails 619 9.2 7.3 148 Screw 20.7 20.7 18.1 2 .#$ 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 NBiI Save 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 Save Clip) 38.1 38.1 41.8 rr`�M�o NOA No.: 02- 1205.04 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 4 of 6 W •• •• • • • •• •• • • • ••• • • • • ••• Table 5: Attachment Resistance Expressed as f.-Mom, nt 144(ft*lpo for Two Pa Adhesi •S telns •• ' 0 ..' Tile Tile Applfcartidn 000 • 106(m&m Attachment Profile -� 38.7 3 Large paddy elacernent of 63 rams of Pol PraY'". Resistance Monier Lifetile Mission `S'. Adhesive.. 29.3 I:spana7m Mission Tile .. • .. • • • e • • e • • Soo 1 Ste manufacLurea component aReMll for Inatapation uiromgn . • . . • • • 2 Flexible Products Company '1 ileSond Average weight per pa*010.7 g m . Pot oam Product Inc. AveENe we' ht Rer a 8 gramv. Table 5A: Attachment Resistance Expressed as a Moment - Mr (ft -lbo .for Single Pa Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Mission 'S', Ens anaTm Mission Tile Poi oem pol Pro'*' __ 66,3 -� _ Pol oam Poi Pror"" -� 38.7 3 Large paddy elacernent of 63 rams of Pol PraY'". Mortar Set 4 Medium paddy pjacementof 24 rams of Po P TM Espanirm Mission Tile Table $6: Attachment Resistance Expressed as a Moment - Mr (ft -lbf) for Mortar Set Systems Tile Tilo Attachment Profile Application Resistance Monier Lifetile Mission's', Mortar Set 24.6 Espanirm Mission Tile 5 Tile-Tits Roof Tile Mortar. _ "-- S. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -bade 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. co GO * d CSS�trf-:gP;t,QP. ri I r I- NOA No_: 02- 1205.04 Expiration Date: 12/16/07 Approval Dates 01/02103 Page 5 of 6 9u * 390d 10101 W • • • • • • • • ••• . • • • •.• . ••• • ••. PROFILE DRAW* I'NCS ' '. • . . .'• • . • . • . • • •• • • • • • ••. •• COURSE NIdNIER LIFETILE MISSION `S' CONCRETE Roor TILE MONIER LIFE mE ESPANA=M MISSION CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 02- 1205.04 ° Expiration Uatos 12 /16107 Approval bate: 01/02/03 Page 6 of 6 s W p w Inspection Date: 09/04/2007 Inspector: Grande, Claudio Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: RUSHING, DERK Job Address: 1351 102 Street NE I Miami Shores, FL 33138- Project: <NONE> Contractor: ROOFS BY CHERRY Buildino Denartment Comments Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132050230170 Block: Lot: Phone: 305 - 653 -8542 Friday, August 31, 2007 Page 2 of 2 Inspector Comments Passed MV CREATED AS REINSPECTION FOR INSP 55549. Before final, letter from Gas contractor required certifying Gas vent is in good condition. Need permit and letter submitted before final inspection. Failed 7/26/07 CG 8/30/07 Uplift OK, pending gas letter from gas contractor certifying pipe. Roof OK. CG 14 , A-S © ` Correction Needed ❑ Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, August 31, 2007 Page 2 of 2 r Dde 1Ll kill r7 job Addraw 133'1 / V /0 d 3?- Roof ftn* °' � a- y 7 Dear: Roofing hopector After won outside and h" of gas vent, I find it to be in good working edition. EGEIRE . . Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 E Inspection Date: 08/30/2007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Final Roof Owner: RUSHING, DERK Work Classification: Roof - New Job Address: 1351 102 Street NE Miami Shores. FL 33138- Project: <NONE> Phone Number Parcel Number 1132050230170 Block: Lot: Contractor: ROOFS BY CHERRY Phone: 305 - 653 -8542 Buiidinn nPnarfinent Cemmpntc Wednesday, August 29, 2007 Page 2 of 2 AU 3 12007 Inspector Comments Passed 12- U0'.tr_1 Before final, letter from Gas contractor required certifying Gas vent is in good condition. Need permit and letter submitted before final inspection. 7/26/07 CG / Q 1`0 G2� Failed Correction Needed ❑,� Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, August 29, 2007 Page 2 of 2 C I V I L Reileh Engineering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 ENGINEER Te1:305- 823 -8008 Fax:305- 823 -3300 August 29, 2007 Roofs by Cherry 3901 Southwest 40 Avenue Hollywood, Florida 33023 Project: ROOF TILE UPLIFT TEST REPORT Residential Home 1351 Northeast 102 Street Miami Shores, Florida Information provided by client: Permit Number: Not Provided Date Completion: August 28, 2007 Roofing Contractor: Roofs by Cherry Project Number: 07 -2408 (Testing Laboratory Certificat,,- #06- 0501.15) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No. 106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Double Roll Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area and (1) in the comer areas were conducted. Reileh- Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation J�46 M hamad Sonny Salleh, P.E.49014 Project Manager TII.E UPLIFT' TEST Residential Home 1351 Northeast 102 Street Miami Shores, Florida Reileh Engineering Corporation — Project Number - 07 -2408 — Page 2 of 8 Report of TILE UPLIFT TEST for Residential Home 1351 Northeast 102 Street Miami Shores, Florida Project Number: 07 -2408 Reileh Engineering Corporation -- Project Number - 07 -2408 — Page 3 of 8 ti : Test ke 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation -- Project Number - 07 -2408 — Page 3 of 8 Test lYumber ° . :. Tot, ... 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