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RF-11-1499Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 165325 Permit Number: RF -8 -11 -1499 Scheduled Inspection Date: October 13, 2011 Inspector: Bruhn, Norman Owner: WATSON, DAVID Job Address: 534 NE 95 Street Miami Shores, FL Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132060140820 Phone: 305 - 757 -2612 Building Department Comments RE ROOF TILE ROOF, HANSON HACIENDA COLOR THRU FOAM SER. Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 165316. CREATED AS REINSPECTION FOR INSP- 165144. CREATED AS REINSPECTION FOR INSP- 163346. No ladder. NB CANCELLED BY SANDY October 12, 2011 For Inspections please call: (305)762 -4949 Page 25 of 29 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 SITE SPECIFIC INFORMATION Owner's Name: —° td/ Job Address: t2 34 / J ' S 'T., et,O4 its G Roofing Contractor: 7 ©! Re,g, iP /../, Permit Number:Rf 8 - //° If 707 Type ofTil -• Approximate Roof Height: /Z feet Slope: Type of Access to Roof: 'Ladder OtherRequired Testing Force: 35 lbs. Date Installed: 4 D� Srt %-ZA -"1 Date of Inspection: Approximate Square Footage: 3, A"' ft2 Testing Equipment: F.G.E. 100x Shimpo Instrument TEST RESULTS P= PASS, F= FAIL Test Location 1 P or 2r✓ F " =f� Test Location 22 P or r F Test Location P or F Test Location P or F Test Location P or F =,tOlI 42 aWI. ► 61 62 .. 0 • 8181 82 2 1 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 UPUFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: 3 ft Area Units or ft2 No. of Tests Perimeter 1,4 p ® / 6 Field ; D D o 243 Corners 2� Hips & Ridges 2090 ,%, RESPECTFULLY SUBMITTED BY: FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB, LLC Miami- Dade Lab Certification # 07- 0612.11 job Address: 1a AtA T., g/444/ r/ Contractor: Cole Rex)r /AA4 Other: Sketch of Roof 617-# ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■1111 ■ ■ ■ ■11 ■11■ ■■11 ■ ■ ■ ■ ■ ■■■■■ ■11 ■ ■ ■ ■ ■ ■ ■ ■ ■■■■11u■■ ■ ■11■■■■ ■■ ■■■ ■■ ■■ ■1111■11■■■ 1111■ ■■■111111■■ ■11111■ ■1111■■ ■■■1111■ ■11■■■ ■1111■■ ■1111 ■ ■■■■■ ■ ■■ ■11111111111111■■■■■ ■■■■■■■■■■111111■■■■■ ■ ■ ■ ■ ■ ■ ■ ■■ 1111 ■■ ■■ ■ ■■■ ■■■ ■ ■■ ■■ ■ ■■■■ ■ ■ ■■ ■ ■■■ ■■■■■■■■■ 11■u■■ ■■■■■■■■■■11■ ■ ■ ■ ■ ■ ■ ■■ ■■■11■■ ■■■ ■■■ ■ ■■■■ ■ ■■ ■11■ ■■ ■1111■ ■■■ ■ ■■ ■1111■■■■■ ■1111 ■ ■ ■ ■■■ ■ ■■ ■■1111 ■1111 ■■■■■■ ■ ■ ■ ■ ■ ■ ■■■■■■■■■■■■ ■■■■■■■■■ ■11■■■1111■■■■■■1111■11■■11■■■■■■■■■ ■■ ■■ ■■■ ■■111111 ■w�•�1111■�1111�■■ ■■■■■ ■■■ ■■■ ■111111 ■■■ 11■■■ 11e�._ s.11- -- -M��11_I■■11■■■■■■■■11■■■■■ ■■■ ■11■11u■ ■11 ■■■■■■+11.11...11■■■■ ■■ ■■■■■■■■■■■ ■ ■■■■■■1i■■■■■au 11 ■ ►■■■■■■■■■■■■■■■■■■ ■■ ■1111 ■11ii■■■■■ ■ ■■ NI- Lffi•s ■■ ■ ■■11■■■■■ ■■■■■■ ■■■■ ■■■ui11■■ ■■1111■ r ■■. ■x.11■■■■■■■■■■■■■■■■■ ■■ ■ ■■ ■ ■11�a■ ■ ■ ■11■•,...0 I. ■11■ ■ ■■■■■ ■■■■ ■■■■ ■■ ■■ ■■ 11x11■ ■■ ■■■■111LCIIIM ■■ ■■■■■■■■■■ ■■■11■ ■■■■■■■ n■■■ ■11■■i!1111■■N■■■...a.M■1111■11■■■■ ■■ ■11 ■ ■■i�11......■�■ ■■ ■■■■■ r■11■■I��I ■■....■■ ■■■■■■■1111■ :■ ■r ; iL 1111 FA■ I`MI■ ME C 11 IINT ■■ 1111■ ■ ■ ■ ■1I ■iWWail, ■■iE!! ■■IM■■ri5iiJ ■■ ■ ■ ■■ ■ ■ ■iu■ Ci\r% rora ili.3li( ■c ■ri ■\L f�■I■■ ■■ 11■■■■ 1I■!■■ iil ■ ■% ■�\iiiiai ■ ■ ■ ■■ ■■i''`i ■I ■■ ommoommumviesrvAtrnammriimmunicashirrigum ■■■■■■ •mnimmim►Cnumu m'munu rann /micA 1111 ■ ■■■1111■n■ tt r 1'► gaimo S ■i pumai i■ milik aA 1111 1111■ ■ ■■ ■111MINIWNI lw■ ■f f MIL ■11■ "' ■ ■i tiILb.∎ Ipwappiimo ■■■■■ ■■ potair■ ■_`_�_ �f liuimo`zarai ■■■ ■■ imidhal e■ ■■■■ ■ ■■ ■■ ■■■inisia m■■■■■■ ■ ■ ■ ■ ■ ■ ■11 ■ ■ ■ ■11■■ ■■■■■■■■■_■_■■ ■ ■ ■ ■ ■ ■■ ■■ ■ ■■11■ ■■ ■ ■ ■ ■ ■■ ■ ■� ■, ■ ■ ■■ 11111111 ■ ■ ■11 ■ ■ ■ ■■ ■1111 ■111111 ■ ■ ■11 ■■ ■ ■ ■11 ■ ■■ ■1111■■■■ ■■■■■■■■■ ■ ■ ■ ■■ ■■■■■■■■■ ■ ■ ■■■■■■■■■■■■■ ■■ ■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■ ■ ■■ ■■11■■ ■■ ■ ■■ ■■■■ ■ ■■ ■■■■■■■■■ ■■ ■■ ■ ■ ■■■■ ■ ■■■■ ■ ■ ■■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■■ ■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■ ■ ■ ■■ ■ ■■ ■ ■■■■ ■■■■■ Notes ,A,'r t: Ll • Cnitep z 9- 2,) -/1 f-tgv 44).) hw61F 1 /o /Joot' Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit.# 9N;71 1 ®t LIC19 DATE: INSPECTION AFFIDAVIT 1 JA ✓n-e5 0 -eoUt ,/k/ licensed as a (r Contractor/ Engineer /Architect, (Print name and drde License Type) FS 468 Building Inspector License #:tom C e- 0 ( 3 U On or about g2 p ie L $ ey f / c 2 0 11 ,1 did personally inspect the roof deck nailing and (Date & bme) Secondary water barrier work at 53174 #-& 9 Jr ST (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) 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. Sworn to and subscribed before me this Z c� day of (7?6'/ MAIN PO LIC.PEOFFLORA Notary Public, Sate of Florida at Large Cathrrine A. Duftin ✓�. : t to ±C�m a # DD857841 O)U / ds—) r1t2 a: mAR. 07, 201? TCi30 TL ALSRC 13t1IDS:6 CQ.d in 'General, Binding, Residential, or Roofing Contractors or any Individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection Dn. nRn- Cp,4/INV% Miami Shores Village Building Department NP 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 MCETPll AUG 1 2011 .. ... . ...... Permit No. ql lih)4 Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): WA-% 17c) Phone #: 306 `75 ^€ 734. Address: 5-3 lV E (lc 571 City: 4,64-,A., S i u (t e 4) State: C. Zip: 3 d 3 C Tenant/Lessee Name: °— Phone#: Email: JOB ADDRESS: S 31( /OE S S r City: Miami Shores County: . Miami Dade Folio/Parcel #: Q 3 206 6 "1 6S`? 6 Is the Building Historically Designated: Yes Zip: 3 313 .� NO V Flood Zone: CONTRACTOR: Company Name: O TS E /t ®c/ Address: City: L tYl N q7 ( 440 1 .1 fD 11- t c State: Qualifier Name: -.14.0/11 el 5/ / i J i A State Certification or Registration # C Contact Phone #: sue s7 - Phone #: 721 — ;u (2 DESIGNER: Architect/Engineer: Value of Work for this Permit: ®OY304 Email Address: zip: 33 i 3 t Phone #: 9r '�.�'�7�-� G, 0 L. Certificate of Compete #: 040 d 6 C 4, -y- �CP l �- D6i/05c C— ® N 401 c 4-0 �a hone #: $ / !J a Square/Linear Footage of Work: Type of Work: OAddition ❑Alteration Description of Work: -e C id v t aibrts ,, sue onmento ONew ) . • e i air/Replace ODemolition •amp tr-AVA se4".. 10011 ettatii ***********************Fees******** *** ' iie** x* ** * * * * * *** ,,FO O CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 204 9 WO 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 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. 1 the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. . , (A) Signature EQD w i Owner or Agent The fore oing instrument was acknowledged before me this 4 day of $ / , 20), , by eV tatty A) who 's . ; y known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires D Rspbso: ARM APPROVED BY Signatu Contractor The f egoing instrument was acknowledged before meD hithis /�" , 2�L, by "Rh Cot." /t2W vh. _ own to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: /Ma M tM Olt My Commission Expires. Sandra D. ma SOD f DD86i'3 API * ******************************* * itiMergeffsthilM* L : : :-. i Cf/ /6.1( Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) 1 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. q, � 1°`° Aesthetics•Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing 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 /agreement between the owner and the contractor. 2. l ® fA) Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing to be performed. 4. boo Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. �, t 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. 101d Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Oh) Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service fife of the roof. Owner /Agent's Signature Date Revised on 7/9/2009 LD ContraF r Signature Date / 1 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (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. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: L)( r4o 0 / Property Address: 15-3 / � g� i'i l u114 i f S'D %C ff 3-3 /3 g' Roofing Permit Number: Dear Building Official: I a ,b -i"54 NJ certify that I am not required to retrofit the roof to wall connections of my building because: i The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o 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) a Go A, 61._D 0),4-7:-(6A1 Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Swom to and subscribed before me this t �, day of Notary Public, Sate of Florida at Large ,)24.4 soma liT aC,SUT (OW/WA Sandra D. Commistiou ARM aa.m • When the just valuation of the structure for purpose of ad valorem taxation Is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Miami -Dade My Home My Home 1Id1711d3de. Show Me: Property Information Search By: Select Item Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11- 3206 - 014 -0820 ( - , NE 95 ST Mailing LEANOR C WATSON ddress: (TRUST) EST OF Living Units: NE 95 ST MIAMI Adj Sp Footage: SHORES FL Lot Size: 138 -2732 Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUE: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sp Footage: 1,523 Lot Size: 12,900 SQ FT Year Built: 1941 $50,000 / $83,722 MIAMI SHORES SEC 2 City: PB 10-37 LOTS 8 & 9 Legal BLK 55 LOT SIZE Description: 100.000 X 129 OR 17669 - 2248 0497 5 OR 17669 - 2248 0497 01 Assessment Information: Year 2010 2009 Land Value: $201,920 $221,102 Building Value: $123,353 $131,732 Market Value: $325,273 $352,834 Assessed Value: $133,722 $130,207 Exemption Information: 011 2010 2009 u _'i °- a $25 000 $25 000 RIT u u.= 7 = =t� ® YES < Taxable Value Information: Year: 2010 2009 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $50,0001 $83,722 $50,000/ $80,207 County: $50,000 / $83,722 $50,000/ $80,207 City: $83,722 $83,722 $50,000/ $80,207 School Board: $25,000/ $108,722 $25,000/ $105,207 Sale Information: kftlu rvoa. u /10.07 Page 1 of 2 ACTIVE TOOL_ SELECT' Aerial Photography - 2009 0 113ft My Home! Property Information 1 Property Taxeq 1 My Neichborhood 1 Property Appraiser Home 1 Uaina Our Site 1 Phone Directory 1 privacy 1 pisciaimer IT you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. http: / /gisims2. miamidade .gov /myhome /propmap.asp Legend Property Boundary Selected Property Street + Highway Miami -Dade County Water WB S 8/15/2011 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 4402.14 HIGH - VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,6,6,7 4,5,6,7 Prescriptive BUR -RAS 150 A,B,C Asphaltic Shingles A,B,D 1,2,4,5,6,7 1,2,3,4,5,6,7 1,2,3,4,5,6,7 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E Metal Roofs A,B,D Wood Shingles and Shakes A,B,D Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 6. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing /Calculation Documentation FLORIDA BUILDING CODE — BUILDING ' 11 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES I. Florida Building Code Edition 20 High- Velocity Hurricane Zone Uniform Permit Appli Master Permit No. Contractor's Name Job Address ❑ Low Slope ❑ Asphaltic Shingles ❑ New Roof ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE Reroofing ❑ Recovering ROOF SYSTEM INFORMATION SUBJECT TO COMPLIANCE WITH ALL FEDERAL TA ii AND COuN I Y RULES AND REGULATIONS K. Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 1 C to Zie 46 section R (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 elevated pressure zones and location of parapets. a_ 4 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form. Spr_tinn In (Stepp Sloped Roof Syctpm) Roof System Manu : ctu er:). Notice of Acceptance Number: (f- d7 ®G.®7 Minimum Design Wind Pr ssures, If Applicable (From RAS 127 or Calculations): 1: °e; P2: /4' %-- P3: 34`75' , Maximum Desi n Pressure (From the Pr t) pproval Specific System): Stepp SInped Roof System fpsr_riptinn \ Deck Type: Type Underlayment: Insulation: Fire Barrier: Ridge tion? in 47-44 ?) 2.2t .4L 3 o Mean Roof Height: ( l Fastener Type & Spacing: Adhesive Type: di E L�4�g 2,0' (Z -% Tye '44/ Type Cap Sheet: ei5 .62-S41 41 90 Roof Covering: Type & Size Drip Edge: \ 2' Cf0r+0/4 CUdfoeaj— Z I /i# #L 26 9 g. 9dd-- FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form. Sprtinn F (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. !Method 1 omen Based Tile Calculations Per RAS 127" 1� (P1: Y: x). t ►i C1 =�(`� ) - Mg: �' �C = M1 49‘ Product Approval Mf 7 'T4 (P2: ���'f- x Jl �r � r '� ) _ Mg: 6 °�� = Mr j i Product Approval Mf �'� Ss (P //' xX °216 G'�`, =M,� °` 1 r-6rs," - Mg: Product Approval Mf Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mr required Moment Resistance* Mean Roof Height -* Roof Slope y 15' 20' 25' 30' 40' 2:12 34.4 36 6 38.2 39.7 422 3:12 32.2 34.4 36.0 37.4 39.8 4 :12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31 6 32.8 34.9 6 :12 26.4 21.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *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" (Pl: x L = x w: _ - W: x cos 0 = Frl Product Approval F' (P2: x L = x w: = ) - W: x cos 8 = Fa Product Approval F' (P3: x L = x w: = _) - W: x cos 0 = F, Product Approval V Where to Obtain Information Description Symbol Where to find Design Pressure P1 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 Aerodynamic Multiplier 2 Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance MB Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Atmroval 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 MIAMID COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 1340 SW 34th Ave Deerfield Beach, FL 33442 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 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: Hanson Hacienda Double Roll 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 revises NOA No. 09- 0928.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 10- 0706.07 Expiration Date: 12/16/12 Approval Date: 09 /15 /10 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tile Concrete 1. SCOPE This approves a roofing system using Hanson Hacienda Roof Tile, as manufactured by Hanson Roof Tile in Hobe Sound; Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Length: 171/4" Hanson "Hacienda" Width: 13" TAS 112 /2" thick Trim Pieces Length: varies Width: varies Varying thickness TAS 112 Product Description Low profile, interlocking, extruded concrete roof tile equipped with two 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. 2.1 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Redland Technologies 7161 -03 7161 -03 7161 -03 P0402 Professional Service Industries, Inc. The Center for Applied Engineering, Inc. P0631 -01 Letter Dated Aug. 1, 1994 224 -47099 94 -060B 94 -084 25- 7094 -1 25- 7094 -7 25- 7094 -4 PA 102 PA 102(A) PA 108 Withdrawal Resistance Testing of screw vs. smooth shank nails PA 108 PA 108 PA 112 PA 101 PA101 PA 102 PA 102 PA 102 Date Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 July 1994 Aug. 1994 Sept. 1994 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 10- 0706.07 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 2 of 6 Test Agency Test Identifier Test Name/Report Date Celotex Corporation Testing Services Project No. 307025 PA 100 Oct. 1994 Test #MDC -76 25- 7183 -1 PA 102 Feb. 1995 25- 7183 -2 PA 102 Feb. 1995 25- 7214 -2 PA 102 March, 1995 25- 7214 -6 PA 102 March, 1995 528454 -2 -1 520109 -2 PA 101 Sep. 1998 Dec. 1998 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 IBA Consultants, Inc. 2381 -249 3. LINIITATIONS TAS 112 09/20/07 • 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may be required, refer to applicable building code. 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 Hanson `Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, 119, & 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (lbf) Length -I (ft) Width -w (ft) Hanson Hacienda 10.0 1.4375 1.08 NOA No.: 10-0706.07 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 3 of 6 Table 3: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile Table 2: Aerodynamic Multipliers - A (ft3 4 ": 12" Tile Profile 6 ": 12" A (ft) Batten Application 0.267 A (ft) Direct Deck Application Q.289 Hacienda Tile Battens Direct Deck Table 3: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile 3 ": 12" 4 ": 12" 5 ": 12" 6 ": 12" 7 ": 12" greater Battens or Direct Deck Hanson Hacienda Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.92 6.80 5.82 6.69 5.70 6.55 5.56 6.39 5.41 6.22 NOA No.: 10- 0706.07 Expiration Date; 12/16/12 Approval Date: 09/15/10 Page 4 of 6 Table 4: Attachment Resistance Expressed as a Moment - M' (ft-lbf) For Nail -On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens Hanson Hacienda 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 2 -10d Ring Shank Nails' 43.0 67.5 50.9 1 Installation with a 4" tile headlap and fasteners are located a min. of 21/2" from head of tile. NOA No.: 10- 0706.07 Expiration Date; 12/16/12 Approval Date: 09/15/10 Page 4 of 6 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Hacienda Tile Adhesive 26.13 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 Polyfoam Product, Inc. Average weight per patty 8 grams. grams. Table 6: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) For Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Hacienda Tile Polyfoam PolyProT'" 86.614 Polyfoam PolyProTM 45.55 4 Large paddy placement of 54grams of PolyProM . 5 Medium .add •Iacement of 24• rams of Pol Pro''"". Table 7: Attachment Resistance Expressed as a Moment - Mf(ft -Ibf) For Mortar Set Systems Tile Profile Tile Application Attachment Resistance Hanson Hacienda Tile Mortar Set' 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". Hanson HANSON HACIENDA ROOF TILE TILE IDENTIFICATION MARK (LOCATED ON UNDERSIDE OF 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.: 10- 0706.07 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 5 of 6 FASTENER HOLES PROFILE DRAWINGS OVERLOCK UNDERLOCK 13 HANSON HACIENDA CONCRETE ROOF TILE END OF THIS ACCEPTANCE MIAMFDADE COUNTY APPROVED NOA No.: 10-0706.07 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 6 of 6 MIAMI 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.miamidade.Rov /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 ofthe 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 ofthe 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. MIAMIDADE 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: Sub Category: Materials: Roofing Roof tile adhesive 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 ra 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 Polypro AH160 Dimensions Test Specifications N/A TAS 101 Foampro® RTF1000 N/A ProPackk 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: Property 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. MIAMI•DADECO PYrY APPROVED NOA No.: 114124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED: Test Aaencv 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 ll) 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. F'— MS _w 2 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® AH160 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 Po[yfoam 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. Po[yfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro '.l) 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. Polyproi 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. 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 Polypro® A11160 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. MIAMIOADE COUNTY APPROVE() 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 Nall through plastic cement Undadeymsnt Fascia course only: Keep adhesive approx. 4 in. upfromanopheles MIAMICADE COUNTY APPROVED Nall through plastic cement Underlayment 1 10 In. 2In Paddy (Bernath Tile) Eon Cows Fare course only: Keep adhesive approx. 4ln up from armholes Paula 'taphole Ears closure Drip edge 1) Place enough adhesive 10 achieve IT to 23 deep pi 2xap (or aquers Inches In contact wih the pantile steep pitch applications Nall thraigh plastic cewnt 2} Tura coven upside down Place edhaa vn N2 in To 1 di. From outsldeedge ofcovar lila Then Install the tile Underlaymsnt Re top porfoa ot the erns course cover tie. Abut to second aurae of pan tiles. Ensure save end of flush et tare llna are Ears closure (mortar shown) Weephote Feada ShsathI g Optional Polnttap Hadar wigs NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 5 of 7 ADHESI'V'E PLACEMENT DETAIL 2 SINGLE PATTY MIAMId7ADE COUNTY APPROVED 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 Nu through plastic cement 0 • Single paddy 3 h• under tile x3 in. Single paddy on under- layment Paddy (between tile) Paddy (under tile) Single paddy on top of bile e course InX7 in, medium size paddy eave Paula course only Nell through plastic cement Nall through plastic cement Single paddy under tile Underlaymant Single paddy between the 1 course only 2 In. x T In. medium size paddy eave ?kin. x 3 in. Single 4 In, paddy on under. layment Single paddy on top of tile elb Eve Course Fascia wormhole Eave closure Drip edge Single paddy between the )n. x 3 in. Single paddy on underlayment Single paddy on top of dte Eave Course Eave Closure 2 In. x 7 in. medium else paddy eau course only Fascia END OF THIS ACCEPTANCE MANMADE C.OUNTY APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7 1 11111111111 11111 11111 11111 11111 11111 11111111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 1( 32d, 014 0 R2O STATE OF FLORIDA COUNTY OF MIAMI-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 Notice of Commencement. 1. Legal description of property and r 1-14 CFN 201 180547 1 1! OR 2.k 27793 P9 40814 (fps) RECORDED 08/16/2011 13 :59 :40 HARVEY RUV'IN? CLERK OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE 2. Description of improvement. OCo -)t1 '1 ( 3.Owner(s) name and address: 5 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: .-- 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: F V A1t?0*t 7. Persons with the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (theiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owner's Name 6 4 Sworn to and subscribed before me this t it Public Notary Pu is se, X Q Print Notary's N. e iltli Itc r*4.,e- 411,,Soi WAWA My commission expires .,r,. swag it gait (seal) . IMO >m day of Prepared by _ ht" atioc R tool pc: (0,051 20 If • )t Uaore stePes 3 /CZ- SLATE O FLORITA., t 'tUN i' 01:1D I HEREBY CE, Tff -1'''i at this is c tru= vf'° +a ctigindi flied in frak,:;;'4 <i : `la %' e!' WIThI% H