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RF-11-2270Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 167489 Permit Number: RF -12 -11 -2270 Scheduled Inspection Date: May 03, 2012 Inspector: Bruhn, Norman Owner: MICHEL, MARIE Job Address: 9414 NW 2 Court Miami Shores, FL 33150- Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1131010150140 Phone: 305 - 757 -2612 Building Department Comments RE ROOF ENTIRE RESIDENCE WITH WHITE COLOR THRU TILE Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 02, 2012 For Inspections please call: (305)762 -4949 Page 5 of 19 RE: Permit .# )a2 t 7 JOi6 LXO (Print name and circle License Type) License #: On or about Miami Shores Viiiage Building Department INSPECTION AFFIDAVIT /1104) k !d: ©o (Date & time) Secondary water barrier work at licensed as a ( FS 468 Building Ins 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: / Engineer /Architect, , I did personally inspec e roof deck nailin • a it)0 a el, (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Bas = • •n 553.844 F.S) nature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Swom to and subscribed before me this 3t day of Notary Public, Sate of Florida at Large / / raj % 1iiv ■ l., �/ Nt i.. Hart : e: APR. 0, 'General, Building, Residentlat, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof wl h permit # and address # dearly shown marked on the deck for each inspection Dmden.4 out Cr,i ntIn F.I.E. FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT•INNOVATION•INTEGRATION Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378 - 1991 -Fax: (305) 378 -1997 Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273 Owner's Name: Job Address: SITE SPECIFIC INFORMATION ►•AAA.i M t 1 -t 94M. 1 - orr: fI�,I�� Roofing Contractor: F RoQci b-14 Permit Number: {� 12.r - Z.7.1-P Type of Tile: Approximate Roof Height: l 1 feet Slope: 2 Approximate Square Footage: Type of Access to Roof: - Ladder U. l ? t: f 1—PA M. yi T OtherRequired Testing Force: 35 lbs. Testing EquiOment: F.G.E. 100x Shimpo Instrument Date Installed: "He"( 2 C@u Date of Inspection: ., 1 ®® ft2 - t2 TEST RESULTS P= PASS, F= FAIL Test Location P or F Test Location I' or F Test Location P or F Test Location 1' or F Test Location P or F 1 F y `j 21 �s�cLj 6 41 -7l kf y 61 81 2 22 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 / 40 / 60 80 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: \ ft Area Units or ft2 No. of Tests Perimeter . 1 Qprp 1 2, Field , 1,142e0 114 Corners i 4 1 Hips & Ridges 4 1 <„ 1r RESPECTFULLY SUBMITTED BY: kr ¥-' ? -/2 FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB, !LC r.?_ t(17 .: ?-2-- 44 I`- 7.ti7,0 Sketch of Roof ■ iiiUMiiiissis %isiiMM ii EMMEOMOMMOURNMEM EMEMIMR IIIIIIREMUMU UIUR «RRUUMMEME I ii ii ■ iUiiiii ■siiiiII■isiiisiiiiiiiiii■ ■s si sEs ssisisisiiisssssssissssssi ■s iMMiMiUMM /iiiiifiisiEiiMfiiiiiMiiiliii WERMWMROMUM!!E!astts ■lMP !is ERIss /UMWM immummummanummumiummumMssmammmumms UMUMMMUMMINIUMNIAMOWIROMMUIVARIMUSIVIMMINIMM ■iiii%isiiiiP MEEM isiiiiiisiiiWEMPIM i UMM iiliiiENNUM MEMM ifisiiEMOMEMMME i,iNtss ■■>sisiissssii AIMMPUMMM AMO Wiiislfis■ ■,Uti!■issMOMM (R4i AMMIsMas s!> ,sissssllMss isii iisis us/ X1emom simsi',isi�sr ':►'.%�sss munms momminammumminuracissmsommmaroammummimamm MMOMMMEMMUMMORMSEBUOMMAIMAMIWROMMEMEUMUM ■ssissiiisssiiis■APPsiisiissi! sMissilti /i ■sissiiiisssi mm ii[ammammanummus> mansis ■siisisssiisssissiiiilA issssisi ►`Asssliis sashsisisii`iiisiinisisiss ;ss %iisirlsumms isisi's»s■sss shitwoonsem ft/issi ilim■svann ■■iiiiiisii i•T m i t ids! ■+■ ssssnsii ■mummers«. musua4• ammu•USUUUmmusrVIrs IIMMOMMEMEMMINIMMOMMUMWARNMEMAMMIMMMILMON ■isisissisis isssaii ummso isisisimummsi isiissiisisiiNIilstsssiiEM sifiii iiUiii ■MOiiiiiiiiii sissssisississsMissMiiisi MMINIUMMINIMMUMWMMOMMEMMENMEMOMMUMMEMEMMEM -- sis -Sis - ,s:'issss- s-%' - - -- -s ,. s -= ssss ■ iii /iil mmiiiiiisl$siisiiiisisii siii ■ iii1RRUitiiiilEiisisiissiis /i!sisiiili siisiisisisss iiilisiii#iissasisssisssssi ■ ssissssisssssisisiissssiissiisisiiisi ■ siiiiisiisi #sissms /isistisisissiii Iii /liiisssiiisiiiiiiisssii EMM iiisiiii iiiiiiiiiissss issssss iississiiMssssiis Notes tB siit —54091 ING L PERMIT APPLICATION Fsc ao Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No 11-.2110 Master Permit No. Permit Type: BUILDING OWNER: Name Address: City: ee Simple Titleholder): r JJi£'(t) ROOFING Tenant/Lessee Name: State: la DEC 0 7 a i l Phone# : / d) Z ? 3 i 7 zip: 3 5/ 3i Phone#: Email: JOB ADDRESS: - / V ✓ U Lk) ,, in o c'- City: Miami Shores County: _ M Zip: Folio/Parcel #: 1, 3/ C 1 6 1 J �� Is the Building Historically Designated: Yes NO V Flood Zone: CONTRACTOR: Company Name: (11 heN e ti e- `l`i I' Phone#: Address: 0 I 411-10 .� E 7 7 S 7- 1-1' .4 i'L1 ` 3 11 G 1" e. City: 1% /()",/ /()",/ 1 `/ 1 % e,5 State. Qualifier Name: State Certification or Registration #: (le ( / 3e e, certificate of Competency #: ` Contact Phone#: Email Address: D eke 0 C r e t -r t u-j e le 0 1 to 49 DESIGNER: Architect/Engineer: Phone #: Zip: 3 7't j% ) lAu r t, Phone #: 3 0 S 2-s-7 Value of Work for this Permit: $ Type of Work: ❑Addition Description of Work: 1 ❑Alteration rd1 -41 ) Square/Linear Footage of Work: ❑New epair/Replace r ro d 01 e ,C c Ito h e 1 lo vAri AD /qL7 ODemolition itl ***** *+ x******* ***** +x*w+x+x***************F os** x�x�x +��x** ** *+x�x�x�xa�*** * *a�+x�x+ ***�x*** *+x�x *+x*** Submittal Fee $ Permit Fee $ S v CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State *` Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City -State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ET.FCTRICAL 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 whic n (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be a ection fee will be charged. Signature _ Signature 0 ' er or Agent ` Contractor , The forgoing instrument was ackno ledged ore me this The foregoing instrument was acknowled ed bef me this I`" day of ,20 ,1, by /In icif( i- ehC', day of ,:(, ,209' ,by " rbEt t e, who is personally known to me or ho has produced who is personally known tome or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: &- -I �-eaa per' : Sign: (_ .� { �.��� "� % Sign. Print: 0/94—A erhiu I £ -LC k.) Print: MAW 7171311C -STATE OF FL01 B3& My Commission Expire ..• . �tlhexine A. puffin I Comm i c ;iica ; DD857841 1,,j Y: 0 :Ow: MAIL 07, 7012 a.�x+x *�xwx��x�xx�a�+x�x* �x�x *,x A + gx ** ° ***** *+ x***+ x*******w**+x+x******** six*+ x+ x**w******* *****+x****+x***** My Commissi Mernne A. Puffin Comte' -ssien #DD 5741 APPROVED BY 1214/.1.- Plans Examiner Zoning Structural Review Clerk (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) OBENOUR ROOFING, SHEET METAL & SUPPLY CO. OFFICES: WAREHOUSE: 159 N.E. 97th STREET 7357 N.W. MIAMI COURT MIAMI SHORES, FLORIDA 33138 MIAMI, FLORIDA 33150 (305) 757 -2612 • (305) 757 -7861 FAX (305) 758-8484 December 6, 2011 US MAIL & Fascimile Miami Shores Building Department 10050 N.E. 2nd Avenue Miami Shores, FL 33138 RE: Ducheine Residence 9414 N.W. 2nd Court Miami Shores, FL 33138 Attention: Norman Bruhn Please be advised that the above homeowner has contracted with our company to reroof the entire residence. We will be submitting the roofing permit application within the next few days. If you have any questions please call me at my office. Thank you. Sincerel James D. Obenour, JDO:cd xc: Mrs. Ducheine "Family owned and operated since 1929" 12/06/2011 14:18 OB 3057588484 R CLOP 1 NG, SHEET SUPPLY CO. f p' FIC 1 +ry+ N j $9l`" S REET MIAMI HO! ;i:: , , FL ' RIDA 33138 (305) ` ?`• 74; ? ' • ( ', ) 757 -7881 AX 5) 75 = 84 :Deli nbe 6, 2011 OBENOUR ROOFING PAGE 01 M :Ll S ores Building Department 101i 10 N E. 2nd Avenue M � i S ores, FL 33138 RE: ucheine Residence 414 N.W. 2nd Court iami Shores, FL 33138 A :n4Inti n: Norman Bruhn p:1.itse e advised that the abo homeowner had contracted wL(: ou company to reroof the entire resideflCe. We will be Bubm tting the roofing perm t application !within the next flu .day . If you have any que - tions please dull me at my o i'.ice. Thank you. ETAL US WAREHOUSE: 7357 N.W. MIAMI COURT MIAMI, FLORIDA 33150 IL & Fascimile Sit` ^ere, , / teTc7---- J4iles D Obenour, J)IU$cd x'. : Mr . Ducheirne "Family owned and o - rated since 19291" 11111111111111111111111111111111111111111111 CFN 201 1R0827751 OR Bk 27922 Ps 1488; (1os) RECORDED 12/04 /2011- .13:50-12-. HARVEY"RIMINr CLERK OF -COW T llIANI -DADE COUNTY? FLORIDA, ;; LAST PAGE NOTICE OF COMMENCEMENT ABECORDED COPY MUST DE POSTED ON THE JOB snzATT1ME OP MIST INSPECTION P E R M I T N O . 1 1 — 2 1 4 C'TARFOLIONO.I% 3101 -015 DID STATE OF FLORIDA COUNTY OF DADE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notfca of Commencement: - �j_ 1. Legal description of property and street address: / a t{ 4% tjl) a- e L€ l rI-, D 4CcS 3 r/ 3d 2. Description of improvement - e".44 /ZS S ( cu hr *-e Cu , Nz Ic ►'1 3. Owner (s) name and address: / Interest in property: Name and address of fee simple ti !der. 4. Contractor's name and address: 6.10 t r ( / 0 d / N— 5. Surety: (Payment bond required by owner from contractor, if any) Naves and address: Amount of bond: S 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner pon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7..Flmida Statutes Name and address: 8.In addition to himself, Owner designates the following to reodvo a copy of the Lienor's Notice as provided in Section 713.13 (1) (b) 7., Florida Statutes: Name and address: 9. Expiration data of this N Signature of Prini Owner's Name AU re.fl �%- Sworn to and day ofA0 2-- Notary Publics ��tuta Print Notary's Name My Commission Expires: PrePaltd bY: (� `,f-/ cs -rl-e. /4-5 I) s� Address: ! /\i p`-1 1 S4-1- n f C S ;.. OFFLORIDA STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this is a bus copy of the Idled in this office on day of A.D. 20 WITNESS yband t vial Seal. MAR , CLERK, of Circul apd County Courts fay ..r.P��J 2FC">} -pc. 1 igID8S71k41 > NU. 0), 2813 sesmsoca,ta Pas r0. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES �f�l f lq1 Master Permit No. Florida Building Code Edition 20 Igh- Velocity Hurricane Zone Uniform Permit Applicatl Contractor's Name APPROVED ores Vill,,ge BY DATE $action A.(fZ nerai information Process No .6 E (-a ki c'e- 114C Job Address 1 `C / 7 A''l kJ SUBJECT 10 CGMFI.JANICE WI fly ALL FEDERAL STATE AND CC,UNI 1Y RULES AND REGULATIONS ❑ Low Slope ❑ Mechanically Fastened Tile `Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal PaneUShingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Spr_tinn R /Rnnf PIan1 II Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and e wd�n$:' Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. ❑ Repair ❑ Main I ?47 Tota ;ti l( 0� t FLORIDA BUILDING CODE — BUILDING a ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section F (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from M. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. �j Method 1 "M ent Based Tile Calculations Per RAS 127" F (P1: ' ! x 7 /I �= f� Mg: !' = Mrl �r o ; Product Approval Mf e� O (P2:/ Iqqx t^�' ° ) - Mg a�; ®� = Mig `�tf r 7 Product Approval Mf ° �� (P3' r x X - ' �/ r 1O) - Mg r-I T = Mf / f 4' y Product Approval Mfti ) Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mean Roof Height -.1' Roof Slope y M, required Moment Resistance* 15' 20' 26' 30' 40' 2:12 34.4 36.6 38 2 39.7 42 2 3:12 32.2 4:12 30.4 5:12 28.4 34.4 32.2 30.1 36.0 37.4 39.8 33.8 35.1 37.3 31.6 32.8 34.9 6:12 26.4 28 0 29.4 30.6 32.4 *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 Fr. If the F values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (Pi: x L = x w: _ _) - W: x cos B = Fri Product Approval F (P2: x L = x w• = __) - W: x cos B = Fr2 Product Approval F = x w: _ ) - W: x cos 0 = F Product Approval F • L Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodvinamic Multiplier d Product Approval Restoring Moment due to Gravity M� Product Approval Attachment Resistance Mc Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance Fr Calculated Average The Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: 14 b ,, It Notice of Acceptance Number: b a o7 f Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pi: `%10 7 P2: / , iC P3: d7.42- 1 Maximum Design Pressure (From the Prod c rfoval Specific System): r FloopSlope: •2 : 12 Steep Sloped Roof System oe-scription Deck Type: Lc Qk Type Underlayment: Insulation: Fire Barrier: Ridge Venr !IMO C Mean Roof Height: 1 9 Iv J4 Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: Roof Covering: �i erred /v. Type & Size Drip Edge: 20e, ?off e FLORIDA BUILDING CODE — BUILDING To: Wed , & (4 vex 10050 NE 2nd Ave * Miami Shores, FI 33138 Phone 305-795-2204; Fax 305-756-8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: .4v t /i161.e 1,C0 Property Address: ( 111-1 / '- . l 0 Date: b C V t Roofing Permit Number: Dear Building cial: I C %�� 4 f v` 6 le r e-- certify that I am not required to retrofit the roof to wall connections of my building because: tiThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) State of Florida County of Dade 4 ,0 )Q/ 2LCAe,AQ_ Prat Name The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large PL. J__L. day of Volutonsolf Catherine A- comnisnaon 1,1005 11401 07, /DU • ,then the dust valuation of the structure for purpose of ad valorem taxation is equal to or more than 5300.000.00, and lh irggantaataalfarliarhr' -BC: nor a 199=1 SFBC. Then you rnust.provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. f• Miami -Dade My Home Page 1 of 2 My Home miafnidade.go, Show Me: IProperty Information Search By: ISelect Item Text only 11 Property Appraiser Tax Estimator r2Property Appraiser Tax Comparison Portability S.O.N. Calculator Summary Details: Folio No.: 11-3101-015-014Q 9414 NW 2 CT Property: Mailing MARIE N MICHEL & YANICK Address: DUCHEINE 1 9414 NW 2 COURT MIAMI 1 SHORES FL 1,488 33150 -2214 Pro perty Information: Primary Zone: 0800 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/1 Floors: 1 Living Units: 1 Adj Sq Footage: 1,488 Lot Size: 7,500 SQ FT Year Built: 1940 $50,086/ $24,500 ODELL MANORS PB 41- Legal 57 LOT 6 BLK 2 LOT Description: SIZE 75.000 X 100 OR 14724 -2633 09901 OR 025,500/ 849,086 14724 -2633 0990 00 Assessment information: ear WEEIM 2010�l I • iu = -- 060,066 '. :A L .l. Taxing Authority: EaMil MEM tATZT:M. EIRIEl titknL, T1iif!= $74 586 Mai Exemption Information: =ME= 2011 2010 I • iu = -- $25,000 $25 000 Taxing Authority: Exemption/ Taxable Exemption/ Taxable tATZT:M. $500 $500 Taxable Value Information: Year. 2011 2010 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $50,086/ $24,500 $48,984/ $24,500 County: $50,086/ $24,500 $48,984/ 024,500 City. $50,086/ $24,500 $48,984/ $24,500 School Board: 025,500/ 849,086 $25,500/ 047,984 Sale Information: ACTIVE TOOL: SELECT met ict gir4 'i El ® Aerial Photography - 2009 0 My Home 1 Property Information 1 Property Taxes 1 My Nelahborhood !Property Appraiser Emu 1 Using Our Site !phone Directory 1 Privacy 1 Disclaimer 110 ft If you experience technical difticultles with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site O 2002 Miami -Dade County. All rights reserved. http: / /gisims2.miamidade .gov/MyHome /propmap.asp MIAMI•DADE Legend Property Boundary Property Selected Street oiti, Highway Mlaml -Dade County ■ Water 4e 11/14/2011 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, 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 R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of providi that the roof system meets 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 reement between the owner and the contractor. e . 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renaited_ accordance with the current provisions of Section R4403. (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 owes should notify the occupants of adjacent units of roofing to be performed. 4. , e / Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be view d 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. This provides the option of maintaining the arance. 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloade4 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 accord ce with the requirements of Sections R4402, R4403 and R4413. 7. 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 red - - I< ay b o c• ;der additional venting which can ; sult in extending the ervice life of the roo ! 41 er /Al'Ys Signature Date Revised on 7/9/2009 LD Cont41 'Signature Date M IA MID BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 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 including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Vanguard Roll 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 Alex Tigera. NOA No.: 07- 1073.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Low Profile Roofing Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Vanguard Roll Concrete Roof Tile, as manufactured Monier Lifetile LLC in Pompano Beach, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile LLC Vanguard Roll Tile Trim Pieces Test Dimensions Specifications 1= 16 -1/2" TAS 112 w= 13" '''A" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agencv Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies TAS 112 Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Identifier Test Name/Report 7161 -03 Static Uplift Testing Appendix III PA 102 & PA 102(A) 7161 -03 Wind Tunnel Testing Appendix 11 PA 108 (Nail -On) P0402 Withdrawal Resistance Testing of screw vs. smooth shank nails 94 -060B Static Uplift Testing PA 101 (Adhesive Set) 94 -084 Static Uplift Testing PA 101 (Mortar Set) P0631 -01 Wind Tunnel Testing PA 108 (Mortar Set) Date Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 2 of 7 Test Agency Rutland 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. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineering Test Identifier Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC -76 ❑ 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations TAS -112 Test Name/Report Wind Tunnel Testing PA 108 (Nail -On) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multipliers Two Patty Adhesive Set System 13343.1 Date Aug. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 August 2007 March 1995 February 1996 April 1996 December 1996 October 2007 April 1999 June 2007 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 3 of 7 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 Vanguard Roll Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Vanguard Roll Tile 9.2 1.38 1.08 Table 2: Aerodynamic Multipliers - X (ft3) Tile X (fts) X (fts) Profile Batten Application Direct Deck Application Monier Lifetile Vanguard•Roll Tile 0.266 0.289 Table 3: Restoring Moments due to Gravity - Mq (ft-Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7':12" or greater Monier Lifeti le Vanguard Roll Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.30 6.03 5.24 5.97 5.16 5.87 5.05 5.75 4.92 5.60 4.78 5.44 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20 /07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Vanguard Roll Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 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 6: Attachment Resistance Expressed as a Moment Mf (ft Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Vanguard Roll Tile Adhesive' 26.14 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Vanguard Roll Tile Polyfoam PoiyPro TM 86.61' Polyfoam PolyProT"" 45.54 3 Large paddy placement of 54grams of PolyProTM". 4 Medium paddy placement of 24grams of PolyProT"". NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 5 of 7 Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Vanguard Roll Tile Mortar Setb 20.60 5 See specific mortar manufacturers Notice of Acceptance 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami -Dade County Product Control Approved ". VANGUARD ROLL MONIERLIFETILE LLC, VANGUARD ROLL TILE IDENTIFICATION MARK (POMPANO, FL PLANT) LOCATED UNDERNEATH TILE 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. NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 6 of 7 PROFILE DRAWING MONIER LIFETILE VANGUARD ROLL CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 7 of 7 MIAMID COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.minmidade.gov/buildine/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section 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 Section (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. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 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 renews NOA# 06- 0201,02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMFDADE COUNTY APPROVED NOA No.: 11- 0124.04 Expiration Date: 05 /10/12 Approval Date: 04/14/11 Page 1 of 7 • ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE; This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF1000 N/A ProPack® 30 & 100 N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Pronerty Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. MIAMFDADE COUNTY APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. W (f) F'— MS NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 3 of 7 INSTALLATION: 1. Polypro? AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH 160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 1 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel #1 17 /side on cap and 34/ s an N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All PolyproQ AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI•DADE COUNTY APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Map through plastic cement Paddy Renoath TOe) Undsrtaymenl 1 10 tn. Fare Courts Esse Closure hula Savo course An Keep adhealva approx. 4 tn. up from weeplroles Map through p1as0c cement Underlayment 1 10tn. ' '2 In Paddy (BanaathTliej EsseCcurea Eave course only: Keep albs*. approx. 4 tn. up from weephobe Fascia Weaphob Env donne Drip edge 1) atace mob to *Wove tyto 23 Dpllonal2r4'etor square Indies In contact wph the pan Ole \ sleaP P ePP2oaOomts 1) Tura 1 Inn.. Front outside edge Glover �011ays Ul In. Then Install ltut9le. Underlaymenl Nell thr hptaadocatmint Re loppmrlIoa piths ease counts cover tee. Abut tosncand cursed pan Elea. Enna ewe end of pan snd cover Ilea ere Hush alma Una Eave closure (mortar shown) NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic Cement Underlayment Paddy (Beneath He) 7In: Ewe Course MIAMI.OEADE COUNTY APPROVED Facie Eave Closure NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nag through plastic cement Paddy (between tile) Paddy (under Cite) Single paddy xz � under the 31n, Single paddy on under• layment Single paddy on top of file Course 1n. X 7 In. medium d:e paddy eave Fascia course only MIAMIOADE COUNTY APPROVED Nall through plastic cement Single paddy under the Underlayment Single paddy between tie 2 In. x 7 In, medium else paddy save course only 10441n.x In. 4In. Single paddy on under. layment Ogle paddy on top of the Olt Eave Course Fascia Weephole Eaveclosure Drip edge END OF TBIS ACCEPTANCE NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7