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RF-11-1345Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 162487 Permit Number: RF -7 -11 -1345 Scheduled Inspection Date: September 01, 2011 Inspector: Bruhn, Norman Owner: SADUSKY, VINCENT Job Address: 1293 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ACE PROPERTY SERVICES CORP Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132060143870 Phone: 305 -598 -1700 Building Department Comments RE -ROOF TILE ROOF Passed 7: Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments August 31, 2011 For Inspections please call: (305)762 -4949 Page 14 of 25 FLORIDA INTERNAT ONAL ENGINEERING & TESTING LAB I`.S14HT•I'..AOV TION•INILCRV I UON FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Telephone: (305) 378-1991- Fax: (305) 378-1997 Miami Dade Lab Certification # 07- 0612.11 SITE SPECIFIC INFORMATION use Job Address: Result / j Q3 NE gg 4g; kr 1 $f it' /Z »Install Date: t •r• // Contractor: ,1C jig. j opo or ..fE '& e f Permit # 1/. /3 4-5-. Test Date: $7t .l! Type of rde: Result 9 s'7 -%-r— f-+ ur Approx. Height 1 I Floor: ZY-4, : Jr Owner Name: "40 Vi Al GE.111 r 44p , g y Slope: App. Sq.Ft: 1 G oD I Testing Equipment: Shimpo Representatives of Florida International Engineering and Testing Lab., Inc performed the static load test on the roofing tile at the above referenced project. The purpose of this testing was to verify whether the installed tile roofing system is capable of resisting the applied test load of 45 pounds uplift force. This testing was performed in general accordance with Miami Dade Building Code Protocol TAS 106. The static load was applied utilizing a calibrated scale and force measuring instrument (dynamometer). A hook which is connected to the loading instrument was placed under the exposed edge of the tile. Test load of 40 pounds force (lbf) was applied and also held for more than 5 second at each test location. In addition to the static load test, the tested tile was also visually inspected for any kind of adhesion failure after completion of each test. No Result No. Result No. Result No. Result No. Result No. Result No. Result 1 pofff 21 p4f, 41 "40 61 81 101 121, 2 22 42 62 82 102 122 3 23 43 63 83 103 123 4 24 44 64 84 104 124 5 25 45 65 85 105 125 6 26 46 66 86 106 126 7 27 47 67- 87 107 127 8 28 48 68 88 108 128 9 - 29 49 69 89 109 129 10 30 50 70 90 110 130 11 31 51 71 91 111 131 12 32 • 52 72 92 112 132 13 33 53 73 93 113 133 14 34 54 74 94 114 134 15 35 55 75 95 115 135 16 36 56 76 96 116 136 17 37 57 77 97 117 137 18 38 . 58 78 98 118 138 19 39 59 79 99 119 139 20 y 40 60 80 100 120 140 Based on our findings, we conclude that the installed roofing tile at the above referenced project is capable to resist the applied test load. Therefore we conclude that it meets the Miami Dade Building Code Compliance Protocol TAS 106. Attached is the roof plan showing approximate test locations. Respectfully Submitted: Vinayagar M. Ralakrishnan V, P .E. State of Florida Lic # 63107 FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB, LIZ Miami- Dade Lab Certification #07-0617 71 lob Address: /VI WE 40 s,, /t'/44? mss. l Contractor. veta,a 7a 477 Other. 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Swom to and subscribed before me this 1 O Notary Public, Sate of Florida at Large LIBERTAD VEGA=PIJLLES MY COMMISMON # ))7916$0 IRIS: May 20:, 2012 I- 34aumr 19 NOWYMIlount MacC. co. *General, Building, 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 Revised on 5/21/2009 'P12111<lrc 6 NUr NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 1 ! - 31--°‘ 90 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. PREPARED BY:C.Pupes 10871 SW 188 St,8 Miami, FL 33157 #305.242.5055 CFN: 20110514727 BOOK 27778 PAGE 3085 DATE:08/03/2011 11:53:01 AM HARVEY RUVIN, CLERK OF COURT, MIA -DADE CTY ,�f Space above reserved for use of recording office 1. Legal description of property and street/address: 11-4 3 ro4" QSsr `' i A-1. S 33, 3 2. Description of improvement: Re Roofing 3. Owner(s) name and address- , v jt I i 43 .vF95-.r1" r S L. K _ t 3 31 Interest in property: Owner Name and address of fee simple titleholder. . t k 4, Contractor's name, address and phone number. ACE PROPERTY SERVICES CORP 10871 SW 188 St, 8 Miami, FL 33157 #305.598.1700 6. Surety: (Payment bond required by owner fr cI{rt contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated b Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the follow' 713.13(1)(b), Florida Statutes. Narne, address and phone number. n(s) to receive a copy of the Lienor's Notice as provided In Section 9. Expiration date of this Notice of Commencement: (the expiaition date Is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signatures) of Owner Prepared By Print Name Title/Office L/IfJ/ STATE OF FLORIDA COUNTY OF MIAMI -DADE The forego ) s nrer u ent.was apkrWwl)dged i me this 1Jday of dMdualy, or la as J (,{� <J orized Officer /Director/Partner /Manager Prepared By Print Name Title /Office for sonally known, or ❑ produced the following type of identification: • Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION ()2.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer /Director/Partner /Manager who signed above: By By Ju�4 123427.62 PAGE 3 arm BUILDING PERMIT APPLICATION FBC 20F Building Department Shores Vile e 0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) Owner's Address City State Zip Tenant/Lessee Name Email Job Address (where the work is being done) _- City Miami Shores Village County Miami -Dade Zip — FOLIO / PARCEL # Is Building Historically Designated Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency Contact Phone E -mail Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: ❑Addition Describe Work: ration Square / Linear Footage Of Work: ❑New (I Repair /Replace Demolition * Fees * * * * * *** * * * * * * *s Submittal Fee $ CCF $ Notary $ Training /Education Fee $ Scanning $ Radon $ ` DPBR Double Fee $ Violation date: Structural Review. $ Technology Fee Bond $ Total Fee No Due$ See Reverse side -* Bonding Company's Name (if applicabi Bonding Company's Address City Mortgage Lender's Nam Mortgage Lender's Address City 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. Owner or Agent The foregoing instrument was acknowledged before me this day of - , , 20 _, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Signature Contractor The foregoing instrument was ac day of z + , 20 who is personally known to me or who has produced as identification and who did take an o NOTARY PUBLIC: tiBE T 11 V ti - PULLES my co sstci # taD791 sc 9S: mm20.. 2012 Sign: Pratt: My Commission Expires: * * * * * * * * * * * ** 4y Commission Expires: *************-******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * Plans Examiner Zoning gineer :checked' (Revised 07 /10 /07)(Revised 06/10/2009) Miami Shores Village 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 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: VtA'LeJ 5 du S Property Address: 1213 tic 9 S 5-r Roofing Permit Number: Dear Building Official: Date: -2'15- 1/ 1 16M4Pm % J r \fd l rk y certify that I am not required to retrofit the roof to wall connections of my building because: e he 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) 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. Sworn to and subscribed before me this 11C-4‘ day of J r l Notary Public, Sate of Florida at Large Ra • • 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 '1 nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. LIBERTAD VEGA•PIILLES CoNslssjoN N DD/91630 1405.3 NOTARY Et 24 2012 Cl. Revised on 5/21/2009 ade..g My Home Property Information Report Summary Details: Page 1 of 1 MIAMI• DDADE Folio No.: 11- 3206 -014 -3870 Property: 1293 NE 95 ST Mailing Address: VINCENT SADUSKY &W ALICE 1293 NE 95 ST MIAMI SHORES FL 33138 -2572 Property Information: Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 2 Living Units: 1 Adj Sq Footage: 2,544 Lot Size: 10,950 SQ FT Year Built 1952 Legal Description: MIAMI SHORES SEC 3 PB 10-37 W75FT OF LOTS 4 & 5 & W75FT OF S1/2 OF LOT 3 BLK 84 LOT SIZE 75.000 X 146 OR 18035 -3228 0398 1 OR 18035 -3228 0398 00 Assessment Information: Year 2010 2009 Land Value: $132,073 $193,393 Building Value: $244,574 $261,069 Market Value: $376,647 $454,462 Assessed Value: $274,531 $267,314 Exemption Information: Year 2010 2009 Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year 2010 2009 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/$224,531 $50,000/$217,314 County: $50,0004224,531 $50,000/$217,314 City: 850,0004224,531 $50,0004217,314 School Board: $25,000/$249,531 $25,000/$242,314 Sale Information: Sale Date: 3/1998 Sale Amount: $340,000 Sale O/R: 18035 -3228 Sales Qualification Description: Sales which are qualified View Additional Sales (Close window/1 'Click here to Printl This report was created on 7/25/2011 6:23:51 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: . 10 Mee)/ T Th i11 A-- PERMIT# 1I- ('3 (i S ADDRESS: 1213 vo C 615 s.1— FOLIO NUMBER: 1 – 3 Zo(° -0 (y' 3'4LOOD ZONE: BASE FLOOD ELEVATION: q (-el' FREEBOARD: EAST OF FL.CCCL: yer COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): 2 s f /c2 VALUE OF PRINCIPAL STRUCTURE (attach appraisal. 2 V -` 5- OWNERS SIGNATURE: / y i DATE: —7i r iv PLANREVIEWER: /A3 4" *f /f2 (4 //`f 76-28* PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 SUBSTANTIAL IMPROVEMENT / DAMAGE LIST (NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows /Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Furniture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners /Filtration Created on June 2009 ALSO: All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components Construction Management / Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre - damaged Condition, including; Utility Upgrades Code Upgrades ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator, Appliances not Built -in Outside Improvements, Including; Landscaping Sidewalks Patios Fences Yard lights Sheds Gazebos Irrigation Pool AUTHORITY / TAX AMOUNT(2010) COUNTY TAX $ 4,220 CITY TAX $ 1,971 FOLIO 11- 32- 06- 014- 3870 CO -USE 1 / RES SINGLE FAM ZONING 14 / S FM 3001 TO 3250 ST -USE 1 / RESID SNGL FAM DADE COUNTY PROPERTY PADDR 1293 / NE / 95 / ST PCITY MIAMI SHORES SUBDV MIAMI SHORES SEC 2 LIEN? TAX CRT? LIS PEND? PZIP CD 33138- 2549 UPDATE 03/04/11 OWNER NAME & ADDRESS LAST SADUSKY FIRST VINCENT J OTHER ALICE SADUSKY OADDR 1293 / NE / 95TH / ST OCITY MIAMI SHORES FL OZIP CD 33138- 2572 COMPANY LAND INFORMATION FRONT FT LND SQFT $/LANDSF 75 DEPTH FT 10,950 LND ACRE $ 3,119.00 $ /ADJSF 146 LOT 4,5,W7 BLOCK 84 0.00 WATERFRONT Y $ 133.650 $ /TOTLSF $ 133.65 PBK -PG 10 -37 OR BK -PG AV RATIO 6.80 BUILDING INFORMATION ADJSQFT 2,544 BEDROOMS 3 TOTSQFT 2,544 BATHRMS 2 NUM UNITS 1 HALF BATHS YEAR BLT 1952 NUM FLRS 2 LEGAL DESCRIPTION 1 MIAMI SHORES SEC 3 PB 10 -37 2 W75FT OF LOTS 4 & 5 & W75FT OF 3 S1/2 OF LOT 3 BLK 84 4 LOT SIZE 75.000 X 146 5 OR 18035 -3228 03981 6 TAX & ASSESSMENT INFORMATION ASSESSMENTS (2010) DISTRICTS EXEMPTIONS Land $132,073 Water N Homestd N ,57 oad N Veteran N • $ 274,531 Sewer N Exempt N $ 267,314 Light N School N 26.6515 Markt Val $376,647 Impry Total Prev MillRt Widow N Disabld N Senior N Exmpt NonEx $ 50,000 MISC TAX GROSS TAX PREV TAX $ 6,190 $ 5,678 TAX PAYMENT INFORMATION PAY DATE AMOUNT PAYMENT DESCRIPTION TOTAL PAID BALANCE DUE #1 11/12/09 #2 #3 #4 #5 #6 $ 5451.100 FULL RE PAYMENT $ 6.190.31 TOTAL TAX DELINQUENT DEED RECORDED CURR 03t23/98 03/27/98 PREV 03/01/84 03/01/84 EARL 09/01/81 SALES INFORMATION PRICE D -TYPE OR BK -BG $ 340,000 18035 -3228 $ 232,000 12096 -1317 11235 -1101 SRC S -TYPE & DESCRIPTION M / GOOD SALE C 6 / BELOW MRKT SZ C 5 / QUIT CLAIM DEE MLS HISTORY MLS MLS# BROKER MORT -DATE AMOUNT 03/23/98 $ 75,000 MORTGAGE INFORMATION MORTGAGE COMPANY AMERICA'S WHOLESALE LENDER M -TYPE & DESCRIPTION EXTRA FEATURES A/C PATIO OTHER CPORT POOL / CON/PATIO DOCK FENCE * *Information not w. . ted. Information herein is from Dade County *' Tax Rolls. MLS subscribers are not responsible for its accuracy. 07/26/11 acepraper�y services ' "Giving Cowmen the Up+1 en Melt Rea! 10871 SW 188 Street, Bay 8 -A Miami, FL 33187 305.598.1700 Office 306.598.1750 Fax www.acepropertyservice.com State Licensed Roofing Contractor CCC 058229 To Vincent Saduski Attn Owner (s) Address City State Code Job Address 1293 NE 95 ST. City Miami Shores State Fl. Zip Code 33138 Phone number(s) 305.343.5432 Email DOB Date 7.14.11 SCOPE OF WORK 1'll.E ROOFS) DS] JINGLE ROOF(S) \[11.\1. 11OOF(S) DSF :h .11'TAC:I IE1) CONI'R_AC1' FOR FLAT ROOF(S) 1. Process and obtain roofing permit from designated building department. 2. ✓ Tear off existing roofing system down to a smooth workable surface. 3. • Replace all deteriorated and /or damaged wood on the roof(s) up to 100 sy.ft. of plywood (include., deck, soffit.& TY -11) or 100 ln.ft. ofT & G, or 100 In.ft. of fascia. Please refer to the additional pnce for lumber enclosed. *Retail roof deck sheathing(if necessary) to meet Florida Building Codes. 4. Install Versa Shield at entire roof and nail down according to (:talc Compliance. 5. _ Install 4" strip on all joints of plywood. 6. ✓ Install one ply of 301b underlayment and mechanically fasten with 1 /8" tin cap and ring shank nails according to code ✓ compliance.. 7. _ Install one ply of Peel 0 Stick over entire 30 Ib felt (as a secondary water barrier) and back nail in accordance to Code Compliance. 8. • Install 3x3 color face galvanized raves drip(s) . ✓ lead stack(s) (according to size), "1." flashing(s) ✓ counter flashing(s), . ✓ valley metal , _ ✓ all purpose verbs) according to code compliance. 9 _ Install one nh of 90 Ib felt with hot asnhalr and back nail in accordance with axle compliance. 10. — Install _turbine(s), rigid vent, _ skylight(s), _ solorube, and fasten and seal according to code compliance. 11. ✓ Install ridge metal and nail down according to Code Compliance. 12. A) ✓ Install near. Flat .,1034 ( i t' files, Manufacturer Monierlife :manufacturer Guarantee 30 Years. J. (valor . -•t ` ` with f polyfoam and /or mechanically fastened by screws, and embed mortar at area of exposure, according to code compliance. B) _ Install _ 3-Tab shingles. Dimensional \rchitectural Shingles. Manufacturer Color , Manufacturer's Guarantee Years. according to code compliance. C) Install new Metal Roofing System. \manufacturer , Color Manufacturer's Guarantee Years. according to code compliance. 13. ✓ Provide an up -lift test by a licensed engineer. 14. Remove roofing debris away from premises. Other Specification(s): GUARANTEE ACE guarantees all work for a period of 10 ( Ten years from date of completion, and no failure to pay against any workmanship defects. Workmanship defects shall be defined as: problems caused by installation process and not any way connected with materials. • For material related problems, Customer must lure to material manufacturer warranty. ElNew Construction Roof CRe -roof ESTIMATE - CONTRACT COSTS & TERMS OF PAYMENTS ACE will agree to perform and complete the work set forth in the specifications herein in a workmanlike manner within days (delays to inclement weather and waiting for dry weather) the sum Dollars (S SEE REVERSE SIDE FOR \1)DI.110N.V. TFRMS & CONDrI,1oxS PRICES ARE SUBJECT TO CHANGE AFTER 45 DAYS Payments are to be made as follows: 30% Down 30% On tincap 25 % On tile delivery 15% Upon final inspection ACE Pro,,e,�f ) ' s Co \ccepted by and I have read and understood all teams `! and conditions including all on reverse side and agree to them. / / �2 Signature Av Signature 6 r By Cados' u11eS Print llatc :7.14.11 "'pie/ ;/ j fir, �j tot Date:_________ / C Nat a 13n dirk t Mir/'f trod ,i,urd 6r ACE. Cie - 4i,e)14t 06.0' R�'yt i �raU�G 7t co- .ds -t.� a. Pi'- x.3n7ma! VISA F //-1,70- ..'ONiN9G DE SUBJECT TO PVELOCIITTY I� ANE2 NE STATE AND COUNTY RULES AND ECTION R — REQ ONSI TION FOR ROOFING R4402.13.1 Scope. As it pertains to the section, it is the'responsibility • r••fing o tractor 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. 4/- Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of pro ding 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. — G 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 uni (Le., 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. _ Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be sewed 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. 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 ov ' oaded 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. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amoun o attic ventilation shall not be reduced. It may be beneficial to consider additional venting which ca ) in extending the service life of the /(44--i 037 O g nt's SiOature at✓ fr Contractor Signat"'�n Date Revised on 7/9/2009 LD SECTION R4402.14 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 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Notice Of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Section R4403, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof Testing Calculation Documentation Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. Process No. Contractor's Name ACE PROPERTY SERVICES CORP Job Address 1293 NE 95 Street Miami Shores, FL 33138 ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile EI Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof RI Reroofing ❑ Recovering ❑ Repair ❑ Maintenance NO GAS VENTS ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 0 3600 3600 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. 4 STO Y 4 1 1 `STORY 4 ZN a 5 2 3 3 i Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Monierlifetile ProductApproval Number: 09- 0422.11 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: -45.1 P2: -78.6 P3: -116.2 Maximum Design Pressure Product Approval Specific System: 118.9 Method of Tile Attachment: Polypro AH 160 Roof Slope: 2.5 : 12 Steep Sloped System Description, Deck Type: 1x6T&G Type Underlayment: Insulation: 30 lb Underlayment n/a Fire Barrier: Ridge Ventilation? n/a n/a Fastener Type & Spacing: Adhesive Type: Mean Roof Height: 14' 1 1/4" RS nail 6" oc Lap -12 "ocField 1 5 /8 tincap Self Adhered Type Cap Sheet: Polystick TU Roof Covering: Atlantis Flat Tiles Type & Size Drips Edge: 3x3 26 GA Galvanized Metal Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mrwith the values from M,. If the Mrvalues are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1: -45.1 x X .208 = -9.38 ) - Mg: 6.11 = Mr, 3.27 Product Approval M, 118.9 (P2: -78.6 x A .208 =46.35 ) -Mg: 6.11 = Mr2 10.24 Product Approval M, 118.9 (P3: -1162 x .208 =44.17 ) -Mg: 6.11 =Mr34 Product Approval Mr 118.9 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval M, M, Required Moment Resistance* Mean Roof Height 15' 20' 25' 30' 40' -► Roof Slope j 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 6:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 26.9 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. Compare 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 "Uplift Based Tile Calculations Per RAS 127" (P,: x 1: = x w:= ) - W: x cos 0: - = Fr, Product Approval F' (P2: x 1: = x w:= ) - W: x cos 0: - = Fa Product Approval F' (P3: x 1: = x w:= ) - W: x cos 0: - = Fri Product Approval F' Where to Obtain Information Description Symbol Where to find Desgn 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 A Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance M, Product Approval Required Moment Resistance Mr Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions I= length w = width Product Approval All calculations must be submitted to the Building Official at the time of permit application. MM I�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 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 u�Mia Miami-Dade County Product d othe °lareas where allowed by by the Board of Rules and Appeals (BORA) the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County ro uetthContrrolto Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) 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: Atlantis Shake & Slate 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 revises NOA #07- 1023.12 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 09- 0422.11 Expiration Date: 12 /16/12 Approval Date: 05/27/09 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: Roofing. Flat Profile Roofing Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate 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 Atlantis Shake and Slate Tile Trim Pieces Test Dimensions Specifications 1= 16" w= 10" 1 'A" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Redland 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. Product Description TAS 112 Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Identer 7161 -03 Appendix III 94 -060A 94 -084 25- 7094 -2 25- 7094 -8 25- 7094 -5 Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Date Dec. 1991 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 09- 0422.11 Expiration Date: 12116/12 Approval Date: 05/27/09 Page 2 of 7 Test A2encv The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineerins Nutting Engineerins Test Identifier 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations TAS -112 TAS -112 Test Name/Report 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) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier Moment of Gravity 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804-4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System 13343.1 13343.1 Date Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 Dec. 1998 March 1999 October 2007 August 2007 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 June 2007 March 2009 NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 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. 33 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 with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate 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 (1 x w ) Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Weight W (Ibf) Length -I (ft) Width -w (ft) 8.5 1.33 0.833 Tile Profile Table 2: Aerodynamic Multipliers - it. ft3) ft ( ) x (ft3) �, s Batten Application Direct Deck Application e & Slate Tile N/A 0.208 Monier Lifetile Atlantis Shake No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 4 of 7 Table 3: Restoring Moments due to Gravity - M, (ft-Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" re or Monier Lifetile Atlantis Shake & Slate Tile Battens Direct • Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck N/A 6.17 N/A 6.11 ! N/A 6.01 N/A 5.89 N/A 5.75 N/A 5.59 No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 4 of 7 Table 4: Attachment Resistance Expressed as for Nail -On Systems Fastener Type Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Direct Deck (min 15/32" plywood) a Moment - Mf (ft-Ibf) Direct Deck (min. 19/32" plywood) Battens 2 -10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 #8 Screw 2#8 Screw 30.9 38.1 7.3 9.8 N/A N/A 14.0 18.8 N/A 30.8 30.8 N/A 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) 51.7 51.7 N/A 24.3 24.3 N/A 19.0 19.0 N/A 35.5 35.5 N/A 31.9 31.9 N/A Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Application Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Minimum Attachment Resistance Adhesive' 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. 31.3` Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Single Patty Adhesive Set Systems Tile Application Tile Profile Monier Lifetile Atlantis Shake & Slate Tile PolyPro TM 3 Large paddy placement of 45 grams of PolyProTM. 4 Medium paddy placement of 24 grams of PolyPro TM. PolyPro TM Minimum Attachment Resistance 1 -18.9' 40.44 Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Setb 39.0 5 See specific mortar manufacturers Notice of Acceptance NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 5 of 7 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 ". MONIER LIFETILE LLC, ATLANTIS SHAKE AND SLATE (POMPANO BEACH, 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.: 09-0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 6 of 7 PROFILE DRAWINGS Vita EfILOCte ::. :- ::: ::-•: .--..- ".-- --.. --, 4 -,...,:-.. ...-.._ - .. •-, -.. -,,--, ...„7...... ''' -„„ - -- ,.. --- -,„:-..,::,......., ...„.., . ..., -... -- ".-...•-• -,-..... --:,-4., --..„... -„,„,..-.. • ....., ,, . -„ -..--, -.- OVERLAY ''.::"..„ -..-Z--::::-...,..' _•'' .--;:,,,. '..." •:',.. • ,:::•z,Z.........."z..... •-•........, • ••••••`' .,.,. i.:;......;:X.- •.. •,.. •••::••••,), . • .*:::-..:":". - MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 09-0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 7 of 7 MIAMa[]ADE 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.gov/building/ 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. 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® AHI60 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® Ail 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 Product Description Specifications Polypro 414 AH 160 N/A TAS 101 Two component polyurethane foam adhesive Foampro® RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A 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 1.61bs./ft.' 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. 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/Renort Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA 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[1j 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 oa 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® AH 160 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. r2 f_)_w 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 Polyproo) 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 Roofmg Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH1 60 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 o) 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 ProPacko 30 & 100 dispensing equipment only. 7. Polyproa 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 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro (.14 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. 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 1) Placa enough adhesive to schieve 17to 23 466112/48 f°1 Mare Inches in nontaciwlh the pan we sleep D epplcalons 2) Turn covers upsidedown. Place chol a 112 In To 1 In. From outstdaedge ot cover Ile. Than [Wall the tilt Underlaayment Nall through plods anent top PAM onto eau come omit tile. Abut tomcod course of ��Ensure novo end rWen a lush at eve Ilne. Enna doom Weephote Fuels (mortar shorn) 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 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 Nan through plastic cement Paddy (between We) PatNy (under tile) �.. Single paddy rx ilit• under the 3 in. Single paddy on under. tayment Single paddy on top of tile COU1S8 in. X 7 in. medium size paddy eava Fascia course only C:Trl APPROVED Nall through plastic cement Underlayment Single paddy under tile Single paddy between tile 2 It x itt. medlum elm paddy eava course only at. re- In.x 3 In. 4 in. Single paddy on under. layment Single paddy on top of Me Eve Curse Fascia Weight. Save closure Dr* edge END OF THIS ACCEPTANCE NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7 M IA M apADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 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). his 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polystick MTS, IR -Xe, TU, TU Plus and TU Polyester LABELING: Each unit shall hear 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 revises NOA No.07- 1025.10 and consists of pages 1 through 6. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 08- 0929.03 Expiration Date: 09/13/11 Approval Date: 01/08/09 Page 1 of 6 ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: PRODUCTS DESCRIPTION: Product Polystick MTS underlayment Man facturing Location #2 Polystick IR Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Manufacturing Location #1 Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Manufacturing Location #1 & #2 Polystick TU Polyester Manufacturing Location #3 Roofing Underlayment SBS , APP Self - Adhering Modified Bitumen Dimensions Roll: 65'8" x 60 mils thick Roll: 65'8" x 3'3-3/8" 80 mils thick Roll: 32'10" x 3'33/8" 100 mils thick Test Specification TAS 103 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 Roll: TAS 103 and 65'8" x 3'33/8" ASTM D 1970 80 mils thick Roll: 32'10" x 3'3 -3/8" 130 mils thick TAS 103 MANUFACTURING PLANTS: 1. 555 Oakridge Road, Hazelton, PA 2. 621 Sniveley Avenue, Winter Haven, FL 3. 150 Lyon Drive, Fernley, NV Product Description A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. A fine granular /sand top surface self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A non - wicking fabric surfaced, self-adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt waterproofing membrane, glass- fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. NOA No.: 08-0929.03 Expiration Date: 09 /13/11 Approval Date: 01/08/09 Page 2 of 6 EVIDENCE SUBMITTED: Test AEencv Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. Test Identifier #11756.04.01 -1 #11756.08.01 -1 #02202.08.05 #P5110.08.07 P10870.09.08 -R1 PRI01111 PUSA- 005 -02 -01 PUSA - 018 -02 -01 PUSA- 035 -02 -01 PUSA- 033 -02 -01 PUSA -055 -02 -02 PUSA - 083 -02 -01 JX20H7A INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated Base Sheet: Test Name/Renort Date TAS 103 04/27/01 ASTM D 1970 08/14/01 TAS 103 08/29/05 TAS 103 08/29/07 TAS 103 12/04/08 ASTM D 4977 04/08/02 ASTM D 4977 01/31/02 ASTM D 2523 07/14/03 TAS 103 09/29/06 ASTM D 1970 01 /12/06 TAS 103 -95 12/10/07 TAS 103 -95 06/30/08 ASTM D 4798 /ASTM G 155 04/01/08 One or more plies of ASTM D 226 Type II or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) Membrane: Polystick membranes self- adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3 -%Z" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No.: 08- 0929.03 Expiration Date: 09/13/11 Approval Date: 01/08/09 Page 3 of 6 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS and TU Plus may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, roof tile systems and quarry slate roof assemblies. 1R-Xe, TU, and TU Polyester may be used in all the previous assemblies listed except metal roofing. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. All Polystick MTS, IR -Xe, TU, TU Polyester and TU Plus (manufactured in Winter Haven, FL Plant) shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick TU Pl us(manufactured in Hazelton, PA Plant) shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof file manufacturer's Notice of Acceptance. Polystick TU and TU Plus may be used in both adhesive set and mechanically fastened roof file applications. Polystick IR -Xe is limited to mechanically fastened roof file applications. Polystick MTS is limited to mechanically fastened with battens roof file applications. Polystick TU Polyester may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof file underlayment for (direct- to-deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR Xe Polystick TU, TU Plus TU Polyester No limitation Flat Tile Prohibited without battens 5:12 Profiled Tile Prohibited without battens Prohibited No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Polystick MTS shall not be used in direct -to -deck applications. Battens are required for both loading and installation of tiles at all times. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of file directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. Roofing Tiles (6 Max. Per Stack) NOA No.: 08- 0929.03 Expiration Date: 09/13/11 Approval Date: 01/08/09 Page 4 of 6 11. Refer to prepared roofmg system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus and TU Polyester may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU Plus and TU Polyester as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus and TU Polyester is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMrr REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick 111 Plus should be back - nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back-nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. NOA No.: 08-0929.03 Expiration Date: 09 /13/11 Approval Date: 01/08/09 Page 5 of 6 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7 "/12" or greater. It is suggested that on pitch/slopes in excess of 6 '/4"/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 401bs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL.can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 08- 0929.03 Expiration Date: 09 /13/11 Approval Date: 01/08/09 Page 6 of 6