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RF-11-1784
V R Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 164922 Permit Number: RF -9 -11 -1784 Scheduled Inspection Date: December 07, 2011 Inspector: Bruhn, Norman Owner: Job Address: 190 NW 93 Street Miami Shores, FL Project: <NONE> Contractor: DUQTER CORPORATION Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1131010330970 Phone: 305 - 255 -2221 Building Department Comments RE ROOF TILE ROOF COLOR THRU TILE Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments eb December 06, 2011 For Inspections please call: (305)762 -4949 Page 8 of 31 1 -1 COMM; EWERS, ROOF PROBLEMS ? ?? UPLIFT TEST EXPERTS A -1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE TAS No. 106 SITE SPECIFIC INFORMATION Owner's Name: /411;e4-'177:i _Permit #:R7--- -44 /Y/ Job Address: / (t2 AlZel 74'7 7:2 4 Roofing Contractor:t a ?A Type of Tile: 71/7/27. Approximate Roof Height: 1,41-11/2,/:2r/1/ Date installed: ////2, Ladder Other 6` feet Roof Pitch: Type of Access to Roof: //' Scaffolds Approximate Square Footage of Roof: ,;.f' C —0 ft 2 Required Testing Force: 35 lbs. Testing Equipment: Date Tested: /2 m n — . // F.G.E. 100 'EST LOCATION UPLIFT PULL TEST 'EST LOCATION UPLIFT PULL TEST TEST LOCAUO UPLIFT PULL TEST ST LOCATION UPLIFT PULL TEST TEST LOCATIOI, UPUFT PULL TEST TEST LOCATION UPUFT PULL TEST 1 P' Cc. 26 51 76 101 126 2 27 52 gl 77 102 127 3 28 k"..5-3,,,/ p 78 103 128 4 29 54 79 104 129 5 30 55 ' 80 105 • 130 6 31 56 1 81 106 131 7 32 57 / 82 107 132 8 33 58 1 / 83 108 133 9 34 59 84 109 134 10 35 60 1 I 85 110 135 11 36 61 ■ 86 111 136 12 87 62 1 / 87 112 137 13 38 63 88 113 138 14 39 64 89 114 139 15 40 65 ( 90 140 16 41 66 / 1 91 17 42 67 1 92 18 43 68 � 1 93 4 19 44 69 \ 94 A-1 20 45 70 70 / 1 95 nsuiting sa neer 21 46 71 / , 96 Testy c ) 146 22 47 72 / 1 97 1/2 , 147 147 23 48 73 98 48 24 49 74 / 1 99 124 - 149 25 4s---_),- 50� 75 V 100 125 150 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON- TROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUB EQ'BY: Jose A. Martine P.E. # 03150 A -1 CONS INEERS, INC. Lab. rtification # 07- 0306.03 Renews: 01- 1224.05 4383 S.W. 70th Ct, Miami, Florida 33155 • Telephone (305)740 -9550 • Fax (305) 740 -9550 ENGLISH: Cell (305) 609 -6388 • SPANISH: Celt (305) 498 -9804 A -1 CONSULTING ENGINEERS INC ROOF STITCTURES CONSULTING UPLIFT TEST EXPERTS LAB. OER1°11-1OATION No.01 -1224 -5 4383 SW 70 CT.. AlIAMI FL. 33155 TEL.305 -740- 9550 Fr' .305- 740 -9550 Owner's name: Perimit #: R F9 -11 -1 r7' 34 Job address: 190 NW 93 ST MIAMI SHORES FL Roofing contractor: DUQTER CORP. Type of tile: 9'viON4lER VANGUARD ROLL Date installed: 11/29/2011 Approximate roof height 15 feet Roof pitch: `Pipe of access to roof: Scaffold: Ladder: Other: Approximate square footage of roof: 16 ft2 Required testing force: 35 lbs Date tested: Number of tests: 53 SKETCH OF ROOF 28 23 21 22 Q4 10 12 13 271 31 25 'r 32 6 33 34 42 41 36 37 38 39 14 15 16 17 3 a 20 19 18 45 47 45 43 49 44 51 45 50 52 53 9 Re�iced: J M M Date: 12/3/2011 RE: Permit # RE: Permit # Miami Shores Viiiage Building Department F 7-//_ /76i INSPECTION FIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) License #: CC-c, 0532 On or about (Date & time) Aria/ Secondary water barrier work at % / 6 FS 468 Building Inspector , I did personally inspect the roof deck nailing and 1 (Complete Job Site Address) Based } pon that examina -h I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual on 553.:�e .S) Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Swom to and subscribed before me this 5- day of D t Cc G Zd t 1. Notary Public, Sate of Florida at • ` Notary Public StQte of Florida Jose Luis POAOCarrero d My Commise,on 00890130 p,ti Expires 06/14/2013 'General, Building, Residential, or Rooting 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 Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. Master Permit No. paCM-Mq SEP 2 8 2011 BY: ....................... i Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): M a # mss° LLa. ZQ i SS Phone #: TS/ ' )11 GS Address: / 9 D 4) Ls) 9.5.s-6.., /4,400; sti O/L0.S City: ,1,,.i; s%D.P S State: /CL.. Zip: -33.AS Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: / 90 A)1,...) 93 , City: Miami Shores County: Miami Dade Zip: 33 / S� Folio/Parcel #: // - 3/0/ 03.3 - O 9 70 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: Ze•tr%/Z- r' Address: /2 ”.55. J W /3 Or Cits� City: State: Qualifier Name: 4&e, ✓ • 2) ' ie- - ri //ems M Phone#: (J.0 J 79 --c- 87 State Certificatio or Registration #: _ C C-C 0532E2.- C ficate of Com etency #: 111 Ze46'4- C Contact Phone #:(� �' 255-z-7-2./ Email Address: &,/f a • Orin DESIGNER: Architect/Engineer: Phone #: Phone #: (i tij zsr z 2 / Value of Work for this Permit: $ 8, 70 Square/Linear Foo Type of Work: Addition ❑Alteration ONew Description of W rk / �� Axe Description e of Work: /, -9114r epair/Replace ODemolitioo 7i s /a /7 B0,40er / jy5%). ,4 **************** ******** * * * ******* ** * ** Fees***** ****** * * *** ** ********** *** * **** * *** *m* Submittal Fee $ Permit Fee $ 00 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip 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 A}FH)AVIT: 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 exceedi g $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien la w _ re 11 be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is is ed. In the abs nce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Orner or Agent The foregoing instrument was acknowledged before me this day of , 20 ,r , by /Axe.) , who is personally known to me or who has produced 7°523.3 34 `t» f O As ide�f'fication and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission E . RAMUDO '= MY COMMISSION # EE102454 itiF EXPIRES June 13, 2015 1398 -0133 FloridallotaryServica.com Contractor The foregoing instrument * as acknowledged before me this day of fit: ,'0 Jl,by Phil . who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: My Commissio Tkak*aY- kkshx skag>; a****9R*xsk*******ah*a$**** ***=g*******nkak**4 k. kAe* ih**. k*****eg3askakikAaax **** APPROVED BY 4831././Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Nye lir Notary Public State of Florida Jose Luis Portocarrero My Commission DD890139 op op 05/14/2013 Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION TAX FOLIO NO. 11-3jO1 033 -0970 PERMIT NO STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED-lSereby gives notice that improvement`s will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1 Legal description of property and street/address: ;44 CT iJ / t ! Lac.k.. /3 2. Description of improvement 1 73 ANEW 3. 0 er(s) name and address: Interest in property: "-F- -5 Name and address of fee simple titleholder: 4. Contractor's name, address and phone r. number �. .5 loco L - 2q 1. 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number i e i _ ad eo. �� Amount of bond $ ^yam °' -LIa. ® 6. Lender's name and address: o! si ,-J / e- Q� iSL �� p° provided b 7. Persons within the State of Florida designated by y Owner wner upon whom notices or other documents may be served as Y Section 713.13(1)(a)7., Florida Statutes, �o� Name, address and phone number t. 111111 11111 11111 11111 11111 11111 11111 1111 1111 CFN 2011 80648625 OR Bit 27839 Ps 3294i Ups) RECORDED 09/27/2011 11:14:21 HARVEY RUVIWr CLERK OF COURT NIA17I -DARE COUNTY: FLORIDA LAST FAGE Space above reserved for use of recording office s . Ce. P,B /0-39 L.ot ! z t Z2 pt / 1 0,� 3J5o L.L. /Zsz8 f s C. ,I 31-41)- • 8. In addition to himself, Owners designates the following person(s) to d oric,�'r+aP �P= 713.13(1)(b), Florida Statutes. Name, address and phone number Al E— 9 Expiration date of this Notice of Commencement -7777" !the expiration is 1 ear from 1539 .m. A: • ;creme is IMPROPER PAYMENTS OWNER: UNYDER CHAPTER 713, PART 1, SECTION 3 FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING T1MCE FOR IOVER PA FIRST INSPECTION. ECTI N. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR RECORDED ENDER OR AN ATTORNEY JOB SITE BEFORE THE WORK FIRST INSPECTION. IF � OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Gwner((s) o� • Prepared By f . Print Name Tltie /Office 0 STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was racknowledged before me this • By for Q Individually, or ❑ as of identification: ID Personally known, or produced the followin g type Signature of Notary Public: Print Name: (SEAL) VERIFICATIO RSUANT 0 S CTION 92.525 L• RIDA STATUTE 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. Signatures) of O.w er(s) or Owner(s)'s Authorized Officer /Director /Partner/M wner(sy Authorized Officer/Director/Partner/Manager Prepared By Print Name Title/Office day of � J /tom- . o • By 2.'.01-52 PAGE 3 Sri 0, r?l�L,a ,rx�S.SE� By ` -40: LUIS A. RAMUDO *: MY COMMISSION # EE102454 =•+ �� EXPIRES June 13, 2015 (407) 398.0153 9oridallotarYServi e.com anager who signed above: J Sep.28. 2011 3:15PM MIAMI -DADE COUNTY TAX CLLECR 140 W.FLAOLER ST. MIAMI. FLOOR 33130 251638 -4 BUSINESS NAME/LOCATION DUQTER CORP 12995 SW 132 CT 33186 UNIN DADE COUNTY 2011 LOCAL BUSINESS TAX RECEIPTN 0.10 7 9 P. 1 FIRST-CLASS MIAMI -DADE COUNTY - STATE OF FLORIDA U.S. POSTAGE MUST SE DISPPLAY D AT PLACE OF BUSINESS MIAMI, PAID PURSUANT TO COUNTY CODE CHAPTER BA - ART, 9 & 10 PERMI O.231 THIS IS NOT A MILL -- DO NOT PAY OWNER DUQTER CORP Sec. Type of Busing 196 SPECIALT THIS le ONLY A LOCAL BUSINEeB TAX RECEIPT. IT DSS HOOLDEN TO VIOLATE ANY METING REGULATORY OR ZONING LAWB OF THE COUNTY CR em . NOR NoEB IT EXEMPT THE HCLOER Rom ANY OTHER PERMIT OR LICINVE REQUIRED BY I.AW. THIS re NOT A CERTIFICATION OP THE LDER'S QYALIPrCA- PAYMENT REGIJ MIAmr.DAD! CCUNTY rAx =limo R; 07/29/2011 60000000063 000075.00 SEE OTHER SIDE Y BUILDING RENEWAL RECEIPT NO. 264084 -6 STATE# CCC053252 CONTRACTOR WORKER/S 8 DO NOT FORWARD DUQTER CORP ALVARO J DUQUE ESTRADA 12995 SW 132 CT MIAMI FL 33186 1 1111 t,111111 1111111 1111 „1,I11111111111111 11111I%IA Mt 1 STATE OF FLORIDA DEPARTMENT OF BUSS AND PROFESSIONAL REGULA411 CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 DUQUE - ESTRADA; ALVARO JOSE DU TER CORPORATION 1307 5 SW 132 AVENUE BOX 4 MIAMI FL 33186 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE (850) 487 -1395 DATE BATCH NUMBER .x,j for '�J 'K •DR ♦ w i .! . �k S.V. 1 k?�_ -, .> , :i.,t...., .:. . . &t.1.! 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: Ael. Ad E'LL. Date: S Property Address: N tai 3 i ohs Roofing Permit Number: Dear Building f icial: '/d r° -14 J :s / certify that I am not required to retrofit the roof to wall connections of my l� ty q buying because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition sf the South Florida Building Code (1994 SFBC) •y1 Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned. Swom to and subscribed before me this 2 7 day of 5(a -1-'1, 12421 2-0 l A Notary Public, Sate of Florida at Large • When the just valuation of the structure for .. ose of ad valorem o is equal to or more than $300, °ia Notary Public State of Florida 1; Jose Luis Portocarrero My Commission 013990139 of ao�' Expires 05/14/2013 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 1994 Property Information Report My Home Page 1 of 1 Property Information Report Summary Details: Folio No.: 11- 3101 - 033 -0970 Property: 190 NW 93 ST Mailing Address: MANUELLA JANSSEN LE SUZANNE JANSSEN ETIENNE REM 190 NW 93 ST MIAMI SHORES FL 33150 -2235 Property Information: Primary Zone: 0800 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,304 Lot Size: 9,225 SQ FT Year Built: 1939 Legal Description: MIAMI SHORES SEC 6 PB 10 -39 LOT 12 & W1/2 LOT 11 BLK 134 LOT SIZE 75.000 X 123 OR 14884 -228 0191 4 OR 00000 -0000 0191 01 Assessment Information: Year: 2011 2010 Land Value: $74,160 $74,160 Building Value: $98,778 $98,778 Market Value: $172,938 $172,938 Assessed Value: $79,606 $78,430 Exemption Information: Year: 2011 2010 Homestead: $25,000 $25,000 2nd Homestead: ._ ....... .........................._.... __.. YES YES Widow. :. $500 $500 Senior: $50,000 $50,000 Taxable Value Information: Year: 2011 2010 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,500/$29,106 $50,500/$27,930 County: $79,606/$0 $78,430/$0 City: $50,500/$29,106 $50,500/$27,930 School Board: $25,500/$54,106 $25,500/$52,930 Sale Information: Sale Date: 1/1991 Sale Amount: $0 Sale 0/R: 00000 -0000 Sales Qualification Description: Sales which are disqualified as a result of examination of the deed View Additional Sales [Close window] [Click here to Print] This report was created on 9/22/2011 3:51:33 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. http: / /gisims2. miamidade .gov /myhome /proptext_print.asp ?folio= 1131010330970 &cmd = 9/22/2011 115941 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 67a,\11 Florida Building Code Edition 200 0'11 High - Velocity Hurricane Zone Uniform Permit Applicatio CEP 2 Section A (General Information) ' Master Permit No. Roof Permit No. Miami Shores Village APPROVED BY DATE ZONING DEPT r IgrpG DEPT q,� 'i.i SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Contractor's Name DUOTER CORPORATION Job Address 190 NW 93 ST MIAMI, FL 33150 ❑ Low Slope ❑ Asphaltic •les ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE Reroofing ❑ Recovering ROOF SYSTEM INFORMATION a (SF) .. 0 Steep Sloped Roof Area (SF) [3 Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes ❑ Repair ❑ Maintenance 1594 Total (SF) Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1 c :o can gg .$ �• ati (- 3- 15A ) t- OXO ti-?;/ a I, ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: MonierLifetile, LLC Notice of Acceptance Number: 07- 1023.07 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 1: -45.1 P2: - 78.6 P3: - 116.2 Maximum Design Pressure (From the Product Approval Specific System): Roof Slope: 5 : 12 Steep Sloped Roof System Description \ Deck Type: 5/8" Plywood \ Type Underlayment: \ Insulation: Ridge Ventilation? N/A Generic 30# Felt N/A Fire Barrier: Mean Roof Height: 15' O" N/A Fastener Type & Spacing: \ Adhesive Type: \ Type Cap Sheet: \ Roof Covering: \ Type & Size Drip Edge: 1 1 /4 °R.S. Nails w /6°on laps & 12"@ Held ASTM Type IV Asphalt Tile Underlayment Vanguard Roll Concrete 1 1/4° R.S. Nails @ 4° O.C. 3x3° Galt,. 26 ga. 15.34 FLORIDA BUILDING CODE — BUILDING eia ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 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 Mr with the valves from Mg If the Mfvalues 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. 0.289 = 13.03 ) - Mg: 5.75 = M1 7.28 Product Approval Mf 45.5 (P2: -78.6 x a 0.289 = 22.71 ) - Mg: 5.75 = ma 16.96 Product Approval Mr 45.5 (P3: -116.2 x . 0.289 = 33.58 ) - Mg: 5.75 = M3 27 83 Product Approval Mr 45.5 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mr 24 grams of Polypro 24 grams of Polypro 24 grams of Polypro Mr required Moment Resistance* Mean Roof Height --> Roof Slope 4, 15' 20' 25' 30' 40' 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 5:12 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 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based The Calculations Per RAS 127" (P1: (P2: (Ps: xL = xw : =) -W: x L = xw: =_) -W: x L = xw: = _) -W: xcos9 x cos 9 x cos 0 = Fri = Fi2 = Fr3 Product Approval F' Product Approval F' Product Approval r Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier l Product Approval Restoring Moment due to Gravity M 5 Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Mu Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average The Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING 15.35 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contactor. Th ;,owner's initial in the designated space indicates that the item has been explained. 1 Aesthetics-Workmanship: the workmanship provisions of Section R4402 are for the purpose of roviding 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 a_ re-ment between the owner and the contractor. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be led in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior emoving the existing roof system). ommon roofs: Common roofs are those which have no visible delineation between neighboring :e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or should notify the occupants of adjacent units of roofing to be performed. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can b -Vwed 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 apt - -ran. - Ponding water: The current roof system and /or deck of the building may not drain well and may cau - ater to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural dist ss 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 o•inal r o� g system is removed. Pounding conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not ded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if ow scup • ers (wall outlets) are not provided. It may be necessary to installrpverflow scuppers in th the requirements of Sections R4402, R4403 and R4413. Y Ventilation: Most roof structures should have some ability to vent;nOtural airflow through the intr of the structure assembly (the building itself). The existing amount of a ventilation shall not be re • uced. It may be beneficial to consider additional venting whi, .s`� ending the service life of the roof. Owner /A• ms's Signature Date Contractor Signature Revised on 7/9/2009 LD Date h MIA M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA ML IRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Vanguard Roll Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 1 of 7 Yv Ku m+ IIvt: AaS1:MBLY APPROVAL Category: Sub- Category: Material: Roofing Low Profile Roofing Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Vanguard Roll Concrete Roof Tile, as manufactured Monier Lifetile LLC in Pompano Beach, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Monier Lifetile LLC 1= 16 -1/2" TAS 112 Vanguard Roll Tile w = 13" '' /s" thick Trim Pieces 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies TAS 112 Test Identifier Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Pate 7161 -03 Static Uplift Testing Appendix III PA 102 & PA 102(A) 7161 -03 Wind Tunnel Testing Appendix II PA 108 (Nail -On) P0402 Withdrawal Resistance Testing of screw vs. smooth shank nails 94 -060B Static Uplift Testing PA 101 (Adhesive Set) 94 -084 Static Uplift Testing P0631 -01 PA 101 (Mortar Set) Wind Tunnel Testing PA 108 (Mortar Set) Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page2of7 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. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineering Test Identifier Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC -76 C7 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations TAS -112 Test Name/Report Wind Tunnel Testing PA 108 (Nail -On) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multipliers Two Patty Adhesive Set System 13343.1 Date Aug. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 August 2007 March 1995 February 1996 April 1996 December 1996 October 2007 April 1999 June 2007 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 3 of 7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall he in compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lifetile Vanguard Roll Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Vanguard Roll Tile 9.2 1.38 1.08 Table 2: Aerodynamic Multipliers - X ft3) Tile Profile A. (ft3) Batten Application X. (ft3) Direct Deck Application Monier Lifetile Vanguard. Roll Tile 0.266 X289 - - Table 3: Restoring Moments due to Gravity - M _- 5 ":1'_ (ft -Ibf) 6 ":12" 7 ":12" or greater Tile Profile 2 ":12" 3 ":12" 4 ":12" Monier Lifetile Vanguard Roll Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.30 6.03 5.24 5.97 5.16 5.87 5.05 x.75 `' 4.92 5.60 4.78 5.44 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 4 of 7 Table 6: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Table 4; Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Vanguard Roll Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 6: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Vanguard Roll Tile Adhesive' 26.1z 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Vanguard Roll Tile Polyfoam PolyProTM 86.61' Polyfoam PolyProT"' '`45.54, 3 Large paddy placement of 54grams of PolyProT"". 4 Medium paddy_ acemen af t of 4grams RolvRroT"": NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 5 of 7 Table 8: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Vanguard Roll Tile Mortar Setb 20.60 5 See specific mortar manufacturers Notice of Acceptance 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami -Dade County Product Control Approved ". VANGUARD ROLL MONIERLIFETILE LLC, VANGUARD ROLL TILE IDENTIFICATION MARK (POMPANO, FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 6 of 7 PROFILE DRAWING MONIER LIFETILE VANGUARD ROLL CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 7 of 7 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.minnlldide.eov /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 autotnatically 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.>> AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Polyproo AH160 Foampro® RTF1000 ProPackfl) 30 & 100 Test ,Specifications N/A TAS 101 N/A N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH 160 roof tile adhesive. PHYSICAL PROPERTIES: Pronerty Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.' 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 Page2of7 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: 1. 2. Test Identifier #94 -060 257818 -1 PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB- 589 -631 9637 -92 01- 6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 Test Name/Report Date TAS 101 04/08/94 TAS 101 12/16/96 SSTD 11 -93 10/25/95 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 11/02/95 12/12/95 02/01/94 ASTM E 108 04/30/93 ASTM E I08 11/16/94 ASTM E 84 01/16/95 TAS 114 03/14/96 TAS 101 10/23/98 TAS 101 12/28/98 TAS 101 03/02/99 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. Polypro It 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 their tile assemblies shall test in accordance with 5. Roof Tile manufactures acquiring acceptance for their tile assemblies shall test in accordance with F —W 2 F' MS MIAMIOADE COUNTY APPROVED the use of Polypro TAS 101. AH160 roof tile adhesive with the use of HANDI- STICK roof tile adhesive with TAS 101 with section 10.4 as modified herein. NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 3 of 7 INSTALLATION: 1, Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160, 2, Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro'? AHI60 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc, shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPackiai 30 & 100 dispensing equipment only. 7. Polypro® AH 160 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 Mi-n, i grams) Two Paddy Weight per paddy Min. (grains) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Lots, High Profiles #2 24 = _ , N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® 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. MANMADE COUNTY APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 4 of 7 ADJHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nall through plastic commit Underlaymen! 1 Paddy (Beneath Tile) 10 In. Eave C'une Eve Clown Eavocourse nly: Keepedheelve pprox, 4In.upfromwe gholes Fascia Nall through plastic cement Underleyment Nall through plastic cement Underlayment 1 10 in. Elm Cannes Eay. nurse only: K p edhealve approx. In. up from we.pholes Facia Wephoie cave ciowre Drip edge 1) Piece enough sdheslve to achlays 17 to 22 Kum inches In confect with the pan Isle 2) Turn 1 In. From outside edge of cover Uls o 112 In. Then Install the tlto. Uitdarlaymonl Opitonel•2x4 a for steep pitch applications Nag through plulic mint Eays Cbsum Eave course only: Keep adhesive approx.4 ln, up from weepholes MI DADS COUNTY Fascia rep rep portion of Iho Dave CAMS COVE Ills. Abut to second course of pan tiles, Ensure 'eve end of pan and cover Isles ere Duch el Dave lino. Era closure (mortar shown) Woophole \cucle Bo Sheathing Optional Potnt•up Moder on Iongiludinsl edgesoftik NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 5 of 7 • Nall through plastic cement Underlayment ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Paddy (Beneath Tile) Elva Course Fascia Eave Closure Nall Through plastda cement Underlaymenl 1 Paddy (Beneath Tile) `� 2 In. Fascia Weepholo Eave closure Drip edge NaN through plastic cement Iinderlayment Paddy (Beneath Tile) Eeve Closure Eave Course Fascia NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 6 of 7 Nall through plastic cementer SIngto paddy under Ilia Underlayment -� .' Single paddy between file 1 2 in. x 7 In, medium size paddy eave course only .In.x3In. Single 4In, paddy on under- layment Single paddy on top of tile Eave Course //Single paddy under rile ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy (between tile) Paddy (under Ulu) 0 • 3 In x 3 In. Single paddy on under.. layment Single paddy under tile Ea a course Single paddy on top of the In. X 7 In. medium size paddy eave fascia course only Nall through plastic cement Faecla Weephole Eave closure Drip edge Single paddy between Zile Peki.x 3 In. Single pad, on under ment Single paddy on top of tile Eave Course 2 In. x 7 In. mediu.. size paddy eave soiree only Fascia Closure END OF THIS ACCEPTANCE NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7