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RF-09-1861 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL C L Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 134091 Permit Number: RF -11 -09 -1861 Scheduled Inspection Date: January 28, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: MCGREGOR, BARBARA Work Classification: Repair Roof Job Address: 30 NE 99 Street Miami Shores, FL Phone Number Parcel Number 113206013108 Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Phone: 305 - 751 -0382 Building Department Comments REPAIR FRONT PORCH. Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 129070. / Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 27, 2010 For Inspections please call: (305)762 -4949 Page 19 of 27 Miami Shores Village17p/C}e: ")' rt 10050 N.E. 2nd Avenue ��aa #crr epallr Roof Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 s . Expiration: 05/1212 Project Address Parcel N umber Applicant 30 99 Street 1132060131080 BARBARA MCGREGOR Miami Shores, FL Block: Lot: Owner Information Addres Phone Cell BARBARA MCGREGOR 30 NE 99 ST I» MIAMI SHORES FL 33138 -2339 Contractor(s) Phone Cell Phone $ 1,200.00 Valuation: QUALITY ROOFING CONTRACTORS II 305 - 751 -0382 Total Sq Feet: 50 Type of Work: For Inspections please call: Additional Info: (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Roof Repair Final Roof Roof Review Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $1.20 RF -11 -09 -36390 $ 106.20 $ 56.20 Education Surcharge $0.40 Permit Fee - New Roof $0.00 RF -11 -09 -36390 $ 106.20 $ 106.20 $ 0,00 Permit Fee - Repairs $100.00 Check #: 25995 Scanning Fee $3.00 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $1.60 Total: $106.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. November 19, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy November 19, 2009 1 Miami Shores Village ores g Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING R EC E M [E D Permit No RP -� 1- q PERMIT APPLICATION N V 009 M ter Permit No FBC 2004 - --- - Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) Barbara E. Mcgregor Phone # ( 786) 344 -4114 Owner's Address 30 N.E. 99 Street City Miami Shores State Florida Zi 33138 Tenant/Lessee Name Phone # Job Address (where the work is being done) 30 N.E. 99 Street City Miami Shores Village County Miami -Dade Zip 33138 FOLIO / PARCEL # 11 3206 - 013 - 1080 Is Building Historically Designated YES NO _ X Contractor's Company Name QualitY Roofing Contractor, Inc. Phone # ( 305) 953 -3333 Contractor's Address 13800 N.W. 1st Avenue City Miami State Florida Zip 33168 Qualifier Name Carlos Arocho Phone # ( 786) 367 -2029 State Certificate or'`Registration No RC0058627 Certificate of Competency No. 000017889 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 1,200-00 Square / Linear Footage Of Work: 1 /2sq. Type of Work: ❑Addition ❑Alteration ❑New 0 Repair/Replace ❑ Demolition Describe Work: Repair front porch. Fee v ov Submittal Fee O Permit Fee $ LL � CCF $ CO /CC Notary $��_ Training/Education Fee $ `I / Technology Fee $ ' • to V Scanning $ Radon $ PBR $ ✓ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side 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. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent Contractor The foregoin instrument was acknowledged before me this 26 The foregoing instrument was acknowledged before me this 26 day of [ , 20 a c l, by 13 &03- Q r day of 200 � by 0t-rJ0.s A ` oc- -° , who is personally known to me or who has produced who is perky kn�Wn t o me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC oo\�\� ®e1attltsBfta> ®, ® °° �, t�ARY ® ®\a �PRYLOU F, NOTARY PUBLIC: .... o �� lob s �� •• �' % M •. �` 'm , o •, Oc e� y �y 90 r G® • Octob S Os /D2 w Sign: ®-+ • ® o M= Sign: : z ®- �a� a, Print: 0: 2 0 ���3 Print: G o .� * a r� My Commission Expires: va ° My Commission Expires: 'sdI • • oE® me �,\ APPLICATION APPROVED BY: /Ilt'9/� Plans Examiner Engineer Zoning (Revised 07/10/07) SECTION 4402 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 44 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. C�__ 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 44, Section 4402 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. ' 2. Renailing Wood Becks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section 84403 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system.) ' 3. Common Roofs: Common roofs are those which have no visible delineation between n ighboring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. CN& �4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. 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 law -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in ccordance with the Florida Building Code, Sections 4402, 4403 and 4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the erior of the structural 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 life of the roof. ® I Owner's /Agent's Signature Date Contractor's Signature 3 n). F. 9 9 Sf Property Address Permit dumber ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High-Velocity Hurricane Zone Uniform Permit Application Form. Section A jGeneral Information) Master Permit No. Process No. Contractor's Name Quality Roofing Contractor, Inc. Job Address 30 N.E. 99 Street ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR-RAS 150 ROOF TYPE ❑ New Roof ❑ Reroofing ❑ Recovering N Repair .0 MaintepiInce ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) n/a Steep Sloped Roof Area (SF) 1 /2sq. Total (SF) 1/2sq. Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. r "V Iz 15.32 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 200 High - Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Existing Roof Roof System Manufacturer: Clay Forever, LLc Notice of Acceptance Number: 07-0919.05 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations : n/a P2, n/a P3, n/a P1: Maximum Design Pressure (From the Product Approval Specific System): n, a S teep loped Roof System Descri ion \ Deck Type: I wood 1 x 6 �. Type Underlayment: 301b. ASTM F11 of Slope: _ 3 1 insulation: n/a Fire Barrier: n/a I Ridge Ventilation? \ Fastener Type & Spacing: 1 1 /4" R/S nails n/a _ \ Adhesive Type: Type 111 aspah Type Cap Sheet: ; gOlb. astm Mean Roof Height: 13 \ Roof Covering: Spanish S Clay Tile \ Type & Size Drip 3 x 3 26ga. N Edge: L -� i 15.34 FLORIDA BUILDING CODE — BUILDING MIAMI i6a MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING PRODUCT CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PR CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 NOTICE OF ACCEPTANCE (NOA) (305) 375 -2901 FAX (305) 375 -2908 Clay Forever, LLC 6801 NW 77` Avenue Miami, FL 33166 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: Altusa "S" Clay 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 renews NOA #06 -0706.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 0919.05 ° Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub- Category: Roofing Tiles Material: Cla 1. SCOPE This renews roofing system using Altusa One Piece S' Clay Roof Tiles, as manufactured by Alfareria Del Turbio, S.A. (ALTUSA) in Venezuela 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 Test Product Applicant Dim_ ensions Specifications Description Altusa One Piece `S' L = 18' /a" TAS 112 High profile clay roof tile. For direct deck or Tile W = 10.5" batten nail -on, mortar set or adhesive set '/2" thick nominal applications with minimal headlap of 2- 1 /2" 3.25" high Trim Pieces Length: varies TAS 112 Accessory trim, clay roof pieces for use at Width: varies hips, rakes, ridges and valley terminations. varying thickness Manufactured for each file profile. Clip L = 6" TAS 114 Tile clip D = 0.125" Clip L &h = 2" TAS 114 L Shaped tile clip W =W 0.05" thick 2.1 SUBMITTED EVIDENCE: Test Aaencv Test Identifier Test Name/Report Date IBA Consultants, Inc. 2397 -116 ASTM C 1167 06/28/07 The Center for Applied 94 -083 Static Uplift Testing April 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 94 -084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 25- 7200 -1 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (Quick -Drive Screws, Battens) The Center for Applied Project No. 307025 Wind Driven Rain' Oct. 1994 Engineering, Inc. Test #MDC -78 TAS 100 Celotex Corporation Testing MTS 520649 TAS 102(A) May 2000 0 NOA No.: 07- 0919.05 Y Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 2 of 7 Test A�encv Test Identifier Test Name/Report Date PRI Asphalt Technology, Inc. CLF -003 -02 -01 TAS 102 October 2001 Redland Technologies 7161 -03; Appendix III TAS 102 Dec. 1991 Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) Redland Technologies P0631 -01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies PO402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering, Inc. Evaluation Calculations 25 -7183 March 1995 Walker Engineering, Inc. Evaluation Calculations 25 -7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7584 December 1996 25- 7804b -8 25- 78044 & 5 25- 7848 -6 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. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 `Altusa One Piece S' Clay 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 NOA No.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 3 of 7 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight- W'(Ibf) Length -I (ft) Width -w (ft) Aftusa'S' Tile 6.9 1.52 0.875 Table 2: Aer amic Multipliers - ft Tile x (ftl MM Profile Batten Application Direct Deck Application Altusa 'S' Tile 0.253 0.274 Table 3: Restorina Moments due to Gravi ty - M ft -Ibf Tile 3 ": 12" 4 ": 12" 5": 12" 6 ": 12" 7 ": 12" or Profile or less g reater Altusa 'S' Tile Battens Direct Battens Direct Battens Direct Battens Direct Battens I Direct Deck I Deck I Deck Deck Deck 4.47 1 5.35 4.40 f 5.27 1 4.31 1 5.16 1 4.20 1 5.03 4.08 1 4.89 Table 4: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Nail -On stems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 15/32" (Min. 19/32" plywood) plywood) Aftusa'S' Tile 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw 5.1 6.8 2.8 Shank Nail 2 -10d Smooth or Screw 6.9 9.2 7.3 Shank Nails 1 18 Screw 28.7 28.7 N/A 2 48 Screws 58.2 58.2 26.8 1 -10d Smooth or Screw 23.1 23.1 19.0 Shank Nail Field Cli 1 -10d Smooth or Screw 29:3 29.3 24.0 Shank Nail Eave Cli 2 -10d Smooth or Screw 27.6 27.6 38.6 Shank Nails Field Cli 2 -10d Smooth or Screw 38.1 38.1 41.8 Shank Nails Eave Cli 1 Screw with Altusa Clip See c 1p details Altusa "S" 1 Screw with clip (at the 187.1 187.1 N/A Tile' head of tile Atusa "S" 1 Screw with clip (at the 35.2 35.2 N/A Tile' water course of the 1. Screw must be installed in the inside nail hole located nearest to the hump of the.tile. NOA No.: 07. 0919.05 ° r Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 4 of 7 Table 6: Attachment Resistance Expressed as a Moment M (ft -Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Altusa 'S' Tile Adhesive 29.3 2 See manufactures oom onent approval for installation requirements. 3 Flexible Products company TiieBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per a 8 grams. Table 7: Attachment Resistance Expressed as a Moment - M (ft Ibf) for Sin le Pa Adhesive Set S stems Tile Tile Application Minimum Attachment Profile Resistance Altusa'S' Tile Polvfoam Po ProT � Polyfoam PolyProTM 387 4 Lame Daddy placement of 63 grams of Pol ProTM. 5 Medium Daddy placement of 24 grams of Pol ProTM. Table 8: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Altusa 'S' Tile Mortar Set 24.50 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved. ". ALA MADE IN VEN I I A IDENTIFICATION MARK FOR ALTUSA `S' CLAY ROOF TIIm 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- 0919.05 Y Expiration Date: 12/16112 Approval Date: 12/20107 Page 5 of 7 PROFILE DRAWINGS ALTUSA `S' CLAY ROOF TILE O e CLIP DETAILS "SPANISH S" TILE BY ALTO (TYP -) 2 -1/2" OVERLAP (COVERS PIN HOLE) 0 SCREW IN THE INSIDE HOLE ' o NEAREST TO THE HUMP OF THE TILE DECK' CLIP WITH ONE (1) SCREW ATTACHED TO DECK CLIP PLACEMENT DETAIL 0 0 4 CUP 0 NOA No.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 6 of 7 r � , SCREW (HO CLIP DETAILS (CON'T) "SPANISH S" TILE BY ALTUSA (TYP.) 21/2" OVERLAP (COVERS PIN HOLE) SCREW (HOLDS CLIP ONTO DECK) O SCREW IN THE INSIDE NAIL HOLE NEAREST TO THE HUMP OF THE TILE DECK CLIP PLACEMENT DETAIL 1114 13/4 314 f-��- P -01 5! " 5/8" X GALVANIZED 300- METAL CUP DECK 2 1/2' SCREW END OF THIS ACCEPTANCE NOA No.: 07- 0919.05 " Y Expiration Date: 12/16112 Approval Date: 12 /20/07 Page 7 of 7 t F z.'�• �a •' M 'vi C: g ti, Y i t "' � �ktt3 ub. �.3 ak "'.� �, i rs �,,,� S�1" _._.,.... „.„ _.�,.._ .. R _..� _ , _. ����'