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RF-10-1690Inspection Number: INSP - 152660 Permit Number: RF -9 -10 -1690 Scheduled Inspection Date: October 28, 2010 Inspector: Bruhn, Norman Owner: ESCOBEDO, GLADIS Job Address: 162 NW 108 Street Project: <NONE> October 27, 2010 Miami Shores, FL 33168- Contractor: ZARA INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 TILE TO TILE RE ROOF 10/01/2010 - NOC PENDING TO BE SUBMITTED. SUBMITTED 10/8/2010 Passed 04 ,3 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 151546. Provide renail affidavit c,-- For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1121360100060 Phone: 305 - 856 -6123 Page 9 of 11 RE: Permit# 01 f - 69 -/D - 140go (Date & time) secondary water barrier work at Signat State of Florida County of Dade: Notary Public, Sate of Florida at Large S6r 4''i €4ge ::d4. Vey: 10050 NE 2"d Ave Miami Shores, FI 33138 Phone 305. 795.2204; Fax 305. 756.8972 www.miamishoresvillage.com INSPECTION AFFIDAVIT /6a Mlle Ida ���' DATE: (2(fr I d. av/d 1 r V , licensed as a ( F ontract r / Engineer / Architect, (Print name and circle License Type) FS 468 Building _ or License #: On or abou ( , / D , a r e , / n /q,n 4- % , I did personally inspect the roof deck nailing and /or (Complete Job Site Add ess) Based upon h . t examination I have determined the installation was done according to the Hurricane Mitigation r fit Manual (Based on 553.844 F.S) The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. 40: SAMANTHA MCCANN .M ..... .. - E 024352 "' "' irs Expires September 8, 2014 Bonded Thru Troy Fein insurance 800-385 -7019 " n _ Sworn to and subscribed before me this /Q day of /0 *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 # clearly shown marked on the deck for each inspection CIVIL ENGINEER October 26, 2010 Zara, Inc. 420 Southwest 18 Road Miami, Florida 33129 -1048 Project: Dear Sirs; Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175 -1174 Tel : 305-823-8008 Fax: 305-823-3300 ROOF TILE UPLIFT TEST REPORT Residential Home 162 Northwest 108 Street Miami, Florida Information provided by client: Permit Number: Not Provided Date Completion: October 22, 2010 Roofing Contractor: Zara, Inc. Project Number: 10 -1086 (Testing Laboratory Certificate #06- 0501.15) In accordance with your request and authorization, a representative of Re ileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification ofthe bonding of mortar or adhesive set file system and mechanically attached, rigid, discontinuous roof systems. The total ofthe tested roof surface area was less than 10000 square feet, and the mean height ofthe roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Capristrano Eagle Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area ofthe roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. ono test results we conc tl tt i stall ation ofthe t1 a test requitem outli ned in he abc vewm zitioned protoco _atth above referenced project Attached please find a copy ofour Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation _lv Vie, ohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLW1'1 ST Residential Horne 162 Northwest 108 Street Miami, Florida Reileh Engineering Corporation -- Project Number - 10 -1086 — Page 2 of 6 Report of TILE UPLIFT TEST for Residential Home 162 Northwest 108 Street Miami, Florida Project Number: 10 -1086 Test Number 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation -- Project Number - 10 -1086 — Page 3 of 6 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation -- Project Number - 10 -1086 — Page 4 of 6 Test Numb 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation — Project Number - 10 -1086 — Page 5 of 6 «st Number ' ' t o + ,bfy Test Sta 80 35 Pass Reileh Engineering Corporation -- Project Number - 10 -1086 — Page 6 of 6 62' 72 62 61 76 80 77 78 79 0 PIf7GF CAP 11;51" LOCA110N5 70 0 14 15 2 75 65 17 16 69 28 I I 10 68 29 55 60 0 0 67 52 55 50 47 18 19 20 57 58 59 24 51 56 55 56 M 42 41 44 55 i I0 -1086 APPIZOX, IZOOF 1151 LOCA110N5 ANI7 i7IM N510N5 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 1/^ -alb-476Z 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. 49g descripti ' of props 1 0- ■ Cogn 3. Owner(s) name and address: (La /0 Interest in property: w 0 2. Description of improvement:. erLs�F 111111111111111111111111111111111111111111111 CFP4 2010R0683454 OR Bk 27447 Ps 4139; Ups ) RECORDED 10/07/20113 13:27:32 HARVEY RUVII4r CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE ce = • ove reserved for use. of recording office Name and address of fee simple titleholder. _ 4. Co tractor's name, address and phone number. 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida Ig na edt by 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 following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone numbed 9. Expiration date of this Notice of Commencement: (the expiration 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. STA'L'E OF FLORIDA, COUNTy OF DADE I HERESY CERTIFY that lids M s Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director /Partner /i��/ j I,� r cwc cn • ', J Y�r li Prepared By 7 Print Name Title/Office STATE OF FLORIDA COUNTY OF MIAMI -D�:. E f repo s i -nt was - - � y +,' owl •. • ed be . :: me this 1d da Signature(s) 123.01 • PAGE 3/10 �1 �! • 51� �� I t Y T ❑ Personally known, or ❑ produced the following type of identfica W Y Signature of Notary Public: l � __ "', ' Print Name' y \_�►` 1 ».i .�a..� _ - {SEAL) VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and T Prepared _ ti 4 P w itle/Offide �I'/f1111 '')' 7 4 i It -j �•' •w Vi i _�4 �� � BM i9U31 : true, to the best of my knowledge and belief. r�� that the facts stated in ' JORGE ZARAGOZI r(s)'s Authoriz • cer/ Director / Partner /Manager4tVic, a> i ERRACE By ., o ua �,v BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Electrical i Plumbing Mechanical Mechanical 0. 14 fr a.041-i Owner's Name (Fee Simple Titleholder Ct try " " e Phone # �) Z °' q' ba V� Owner's : ddress City Tenan essee Name Job Address (where the work is being done) -- �, Ali //9 A 6 City Miami Shores Vill..e County . Miami -Dade FOLIO / PARCEL # d /,/— � — fo /o - 61)66 Is Building Historically Designated YES NO Contractor's Company Name Phone # Contracto s Address 4 ? ., J 1 A City State �- Qualifier Name State Certificate or Registration No: Architect/Engineer's Name (if applicable) .CMPA qleTti 16q41011rotriT b Value of Work For this Permit $ Type of Work: ['Addition Describe W /6a- ! ® State ,1, ******** * * * **** * * * * * * * * * * * * * * * * * * * * ** ** F ees * * * * * ** ** * * * * * * * * ** * * * ** ** ** * * * * * * ** ** ** Submittal Fee $' =00 d'lWJ Permit Fee $ Notary $ Scanning $ Radon $ Miami Shores Village Building D epartment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 00 Master Permit No. Zip ..�./ 6L6 ° V ;/ Phone # Zip -...3/AB _ 4/ f fly 'Jt 610,0 719- - 7 7 Zip _,/a4- /64 Phone # (Ao4) Certificate of Competency No. ❑Alteration ['New Ooex' Training/Education Fee $ DPBR $ inear Footage Of Work: anvirsD SE ` . l.F110 By ..77 ❑ Demolition CCF $ CO /CC Technology Fee $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 2 5 l hi See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of comm n • -meet must be posted at the job site for the first inspection whi occurs seven (7) days after the building permit is issued. In he absence of such posted notice, the inspection will not be a..ro ed pection fee will be charged. As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * ** ** APPLICATION APPROVED (Revised 02/08/06) Y: Sign: Print: My Co Signature , Signature Owner or Agent ontractor The foregoing instrument was acknowledged before me this ?-6 -7441 The foregoing instrument was acknowledged before me this ,,e1" day of T 200 , by who is personally known to me or who has produced is pe r y .own to me o who has produced t NOTARY PUBLIC: as identification and who did take an oath. � JOAQUIN CAMACHO Public - State of Florida e Commission # OD 887889 SOW Through National Notary Assn. 1 • itcP A0UI CAMAC *Ndterfroblid` *8f'li My Comm. ExpIree Aug 10, 2013 Commjeion # DD 887889 _ Bic Through . miner Engineer Zoning * * * * * ** 09/20/2010 OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MI11GATION RETROFIT FOR EXISTING SITEBUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shoes Village Building Department 10050 NW 2 Avenue Miami Shores, FL 33138 Re: Carlos H. Escobedo 162 NW 108 Street Miami Shores, FL 33168 Dear Building Official: I, Carlos H. Escobedo, certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBC), M Carlos sc STATE OF FLORIDA COUNTY OF MIAMI -DAD Sworn to and subscribed before me this 20 day of September, 2010, (SEAL) W s ._ Personally known or Produced Identification When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. Primary Zone: 0800 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/1 Floors: 1 Living Units: 1 Adj Sq Footage: 1,317 Lot Size: 9,150 SQ FT Year Built 1951 $50,000/ $114,963 DUNNINGS MIAMI Cry SHORES EXT 6 PB 51- Legal 31 LOT 6 BLK 212 LOT Description: SIZE 75.000 X 122 OR 19833 -3962 07 2001 1 OR 19833 -3962 0701 00 Year: 2010 2009 . Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable 162 NW 108 ST MIAMI Value: Value: Regional: $50,000/ $114,963 $50,000/ $178,707 County: $50,000/ $114,963 $50,000/ $178,707 Cry $50,000/ $114,963 $50,000/ $178,707 School Board: $25,000/ $139,963 $25,000/ $203,707 Folio No.: 11- 2136- 010 -0060 Property: 162 NW 108 ST Mailing CARLOS H ESCOBEDO &W Address: GLADIS M Qualification 162 NW 108 ST MIAMI Description: SHORES FL View Additional Sales 33168 -4313 Sale Date: 7/2001 Sale Amount: $158,000 Sale O/R: 19833 -3962 Sales YES Qualification Sales which are qualified Description: View Additional Sales ear: 2010 2009 (Homestead: $25,000 I $25,000 nd Homestead: YES YES Property Information Map Property Information Map My Home Miami -Dade County, Florida Aerial Photography - 2009 This map was created on 9/20/2010 6:41:10 PM for reference pu Web Site © 2002 Miami -Dade County. All rights r , rz) 117 L Summary Details: Progeny Information: Assessment Information: Year: Land Value: 2010 $50,143 Budding Value $114.820 2009 $105,448 ,$123,259 8,707 -Value $ 0 63 Assessed Value: $164 9 8,707 Exemation Information: Taxable Value Information: Sale Information: Page 1 of 1 http: / /gisims2.co. miami - dade.fl.us /myhome /printmap. asp? mapurl = http: / /gisims2.miamidad... 9/20/2010 \ \\ Florida Building Code Edition 2007 L High Velocity Hurricane Zone Uniform Permit Application Form V z• aster Permit No. Process No. Contractor's Name ZARA INCORPORATED Job Address ❑ Low Slope ❑ Asphaltic Shingles - 0 - Sketch Roof Plan: lllustr . overflow d al press NO GAS STACKS Section A (General Information) 162 NW 108 STREET ROOF CATEGORY • Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof ® Re- Roofing ❑ Recovering ❑ Repair ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 1,851 Total (SF) ® Mortar/ ❑ Wood S ❑ Maintenance 1,851 NO MECHANICAL WORK Section B (Roof Plan) all levels and sections, roof drains, scuppers, overflow scuppers and imensions of sections and levels, clearly identify dimensions of elevated on of parapets. ■■■■nmpLismrimi n■■■■ u■ ■e■■wr ■ ■■■■■■■■■ ■ ■■■■a■■■ai ••••1•IMMIN■■•■■I■•■I!EENEEN ■■■■►■ ■ ■•■N•■■MN■■•■■■'_I■■ 11 ■■■■ ■a••■ ■Err ■■■N■_N■E ■■NINN ••••••••••_e■ ■N ■ ■••• ■■mu■ ■ ■■NNSENNE ■N ■■•I• ■ ■■INIE•1■■ ■ ■ ■•■ ■N•••••■NNEMIN■ ■■■•1••■ ■ ■■■ENN ■•I NEMI NENN ■•N••1•■■ ■■■■■ ■■i ■III■\ ■•■ ■ ■?'M ■■• ■7•■■ ■■■■ ■N■■■• ■uEEE■ ■■■■■■NINE 2 ( 4 ■•■ ■■•Nro• ■•I••• ■I••■■•I■■ ■■■■mmu1NN ■• ■eamin •■■ me ■■■■ ■1•••• ■INNENN■ ■N■■■■■■■■ ■■■•■ ■N•■■■ ■•••••••••••••• ■••••••••••••••••••••••••• •••••••••••■ ■N•••••••••••• •••••••••••••••••••••••••• ••••••••••••■N■••■■■■••■■■ ■ ■ ■ ■ ■ ■N ■N ■ ■N ■■■ ••••••••••• ••••••••••••••••■••••••••• ••••••••••••••••••••••RSN■ ••••••••••••••••■■• ■■r_ WA 3 6 ■ ■ ■ ■ ■ ■• ■ ■•••N■■ ■ ■N ■ ■■ ■Gi1.J1 •••••N•■N■•N•■■■■■•■••■•N■ ,, K •••••••■ •••••••••••••••••• •••••••••••••••••••••••••■ ■ ••••••••••••••••••••••••• •••••••••••••••••••••••••• ■■■■■■ ■N ■N■■•••••••••••••• ■■ ■ ■■■■■■■u•u• ••■■•■■■■■■■ •••••••••••••••••••••••••■ ••••••••••■ ■N••••••••••••• - g •••••■ ••••••••••••••••••■■ ■ ■N■■ ■ ■ ■ ■ ■ ■•■ ■■■ ■N•■ ■ ■ ■NNN •••••••••••••••••••••••••• ■■ •■■■■••■•■■■■•••■ ■■■■■ ■ ■ ■ ■ ■nori • ■■■■■■mumo ■■•••• ■ ■■■■ ■•■•■s■••••■■■■■■•■■■■■■■■■■• 1I[: :■■•••••••■••■• ■■■•••• ■•••■ 1•111111111 -1111 NN ••••••••• ■N■• •• ••••••••• MU ■E ••••••••• N■ ■• ■ ■■■■1 ■ ■ ■ ■ ■ ■•■ ■AMEN ■N ■•■••■••■ •E■• ■ ■ 11•••••••• •••• G7rall=••••••••• ■■■■ 1 MINN •••••••••••••• ■■■■ ••■••••M••••• •••• !�••••••• ■•MIEN ••� u�a•••E■u�u •■ •••••••■■ N■■■ MN ••••••••• •■■■ IN ••••••••• N■■■ ■■ ••••••••• ■•■• ■SIN• ■ ■ ■• ■•• ■ ■•■•■ ■ ■ ■■ • ••••••••• MIN • ••••••••• ■■ M • ■■ ■NNEN ■ ■ N ■■■ ■- ■■••■ ■ ■■■•••■• ■N■• ■••••1•■ ■ ■ ■•••••N••IMEM ■••••I ■ ■ ■ ■ ■ ■ ■• ■ N■■■ 1-111111111 -1111 ■•1111•••••••N••••••■•••• 1- 111111111 •1111 •w ••■ ■••••••••■• ■ ■ ■■ 11••••••••••••••• ••••••••••••••••• JC w Roof System Manufacturer: EAGLE ROOFING PRODUCTS LLC Notice of Acceptance Number: 07-1018.09 Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): Pmaxi: -45 Pmax2: -78.6 Pmax3: -116 . 2 Maximum Design Pressure (From the NOA Specific System): 38 Method of Tile Attachment: FOAM (MEDIUM PADDY POLYPRO AH160 ) Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Roof Slope: 3 :12 Ridge Ventilation? N/A Mean Roof Height: 11' 6" Section D (Steep Sloped Roof System) eck Type: Sloped System Description 5/8" CDX PLYWOOD Type Underlayment: nsulation: #30 ASTM D226 TYPE II I N/A ire Barrier: N/A Fastener Type & Spacing: ype Cap Sheet: 11 1/4" RS, TC, GALV 1 F or (al 7,APA & 9 PfWG dhesive Type: 1H0 ASPHALT 49 . R S , r.iu ; SURFACE 1 oofing Covering: Type & Size Drip dge: CAPISTRANO CONCR 3 X 3 / 26 GA / NC Fs 12 OC A P SHEET TE TILE 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. Compared the values for M with the values from M If the M values are greater than or equal to the M values for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment -Based Tile Calculations Per RAS 127" (P : - 45.i..% 0.277_ 12.50)_Mg:6.99 =M 5 -51 NOA Mr 38.7 (P -78. i,1 0.277_ 21.78) - Mg : 6.99 =M 79 NOA M 38.7 (P : i-oc, 0 . 2 7 7_ 3 2 .19) - Mg: 6.9 = M 2 5 .2 0 NOA M 1 R 7 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M) From Table Below NOA M M Required Moment Resistance* Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 382 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 P with the values for F If the P values are greater than or equal to the F, 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 I: = x w: = ) - W: x cos 0: = F NOA F' (P x l: _ = _ x w: = _ ) - W : x cos 0: = F NOA F' (P : xI: _= xw:= _)- W:_xcos 0: =F NOA F' 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 11 Job Site Roof Slope B Job Site Aerodynamic Multiplier d NOA Restoring Moment due to Gravity M, NOA Attachment Resistance M, NOA Required Moment Resistance M, Calculated Minimum Attachment Resistance F' NOA Required U . Resistance F Calculated Average Tlie Weight W NOA Tile Dimensions I = length w = width NOA All calculations must be submitted to the Building Official at the time of permit application. MIAM " e 5 ,,„ N E y HIGH VELOCITY HURRICANE ZONE-REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initials in the designed space indicates that the item has been explained. 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants and adjacent units of roofing work to be performed. v lail 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining its appearance. 1 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Chapter 15 and 16 herein and the Florida Building Code, Plumbing. / fail 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida -lied engineer or registered architect to eliminate the attic venting, shall not be required. 4111 , Owner's/Agent's Signature: Contractor's Signature: Property Address: 1 / ?' 123 01 -197 12/09 OWNER'S NOTIFICATION FORM SECTION 1524 ,/M ate. N,, / Permit Number 1 az A MIAM IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 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 the BCCO and accepted by the Building Code and Product Review Committee 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: Capistrano Concrete 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 #06-0526.08 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. 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 NOA No.: 07- 1018.09 Expiration Date: 10 /05/11 Approval Date: 12/13/07 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Deck Type: 1. SCOPE This approves a new roofing system using "Capistrano Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, 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 Manu by Test Applicant Dimensions Specifications Capistrano Concrete L = 17" Tile W=121/4" Thickness = Trim Pieces 1= varies w = varies varying thickness 2.1 SUBM TIED EVIDENCE: Test Agency PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Roofing 07320 Roofing Tiles Concrete Wood TAS 112 ERPF-001 -02 -02 7161 -03 Appendix III Letter Dated Aug. 1, 1994 P09647 -01 Product Description TAS 112 High profile concrete roof tile. For direct deck or battened nail -on applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Identifier Test Name/Report Date TAS -112 Aug. 2006 Static Uplift Testing Dec. 1991 TAS 102 & 102(A) Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) Wind Tunnel Testing Aug. 1994 TAS 108 (Mortar Set) PO402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails 94 -083 Static Uplift Testing April 1994 TAS 101 (Adhesive Set) 94 -084 Static Uplift Testing May 1994 TAS 101 (Mortar Set) NOA No.: 07-1018.09 Expiration Date: 10 /05/11 Approval Date: 12/13/07 Page 2 of 6 The Center for Applied Engineering, Inc. 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 Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS 25- 7094(3, 6 & 9) 25- 7120 -(1 & 2) 25- 7183 -(3 & 4) 25- 7214-(3, 4, &7) 25- 7804 -4 520111 -3 520191 -2 -1 Calculations Calculations Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moment Due to Gravity Oct. 1994 Nov. 1994 Feb. 1995 March, 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 Sep. 2006 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 TAS 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 underlayments 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 chapter 29 of the SFBC. NOA No.: 07. 1018.09 Expiration Date: 10/05/11 Approval Date: 12/13/07 Page 3 of 6 Table 4: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for NaII -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Capistrano Concrete Tile 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 43.2 43.2 29 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 2 -10d Ring Shank Nails' 33.1 48.1 45.2 1. Installation with a 4" tile headlap and fastemers are located a min. of 2 from head of tile. Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Capistrano Concrete Tile 10 1.417 1.04 Table 2: Aerod amic Multi • Ilers - A Tile Profile A ( Batten Application A ( Direct ' App1icati , Capistrano Concrete Tjp.4"-- ) 0.300 / 0.277 4. INSTALLATION 4.1 Eagle Roofmg Products LLC Capistrano Concrete 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 Tile Profile Table • Restoring Moments due to Gravity 3 ":12" 4 ":12" 5 ":12" Capistrano Concrete Ti ns 6.68 Direct D Battens Direct Deck 6.57 6.88 Battens 6.44 Direct Deck ( Ibf) :12" Greater than 7 ":12" Battens Direct Deck 6.73 6.28 6.56 Battens Direct Deck 6.10 6.38 NOA No.: 07- 1018.09 Expiration Date: 10/05/11 Approval Date: 12/13/07 Page 4 of 6 Table 5: Attachment Resistance Expressed as a Moment M (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Capistrano Concrete Tile Adhesive 29.3` 1 See manufactures component approval for Installation requirements. 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Sins le Pa Adhesive Set stems Tile Profile Tile Application Minimum Attachment Resistance , -�- Capistrano Concrete Tile Polyfoam PolyProT"r Polyfoam PolyProT"' 5 Tile - Tite Roof Tile Mortar. 3 Large paddy placement of 63grams of PoIyProTM. I Medium paddy placement of 24grams of PolyProTA". Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Capistrano Concrete Tile Mortar Set 24.5 5 Tile - Tite Roof Tile Mortar. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". LE FLORIDA CAPISTRANO CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) NOA No.: 07- 1018.09 Expiration Date: 10 /05/11 Approval Date: 12/13/07 Page 5 of 6 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. PROFILE DRAWING CAPISTRANO CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 07- 1018.09 Expiration Date: 10 /05/11 Approval Date: 12/13/07 Page 6 of 6 MIAM I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 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 the BCCO and accepted by the Building Code and Product Review Committee 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 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 renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: SCOPE: This approves Polypro® A 1160 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 Polyproo AH 160 Foampro® RTF1000 ProPack D 30 & 100 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 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. Roofing Roof tile adhesive Polyurethane Dimensions N/A N/A N/A Test Specifications TAS 101 Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Results 1.6 lbs. /ft. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks 86% NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -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[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. MS W NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 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 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 Polypror? AH160. 2. Polypro® AH 160 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® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro41 AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro+@ AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 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. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Optional 214's tor 1) Kase enough adhesive to achleve1T to 23 square inches In contact with the pan tile steep pitch applications 2) Turn covers upside down. Place adhesive 112 in. To 1 in. From outside edge of cover 11). Then 'natal] the tile. Underlayment top portion of the save course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave One. Eave closure ilnottar shown) Weephole Fascia Nail through plastic cement Optional PoInt-up Mortar on longitudinal edgesol Sheallttng NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 SIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 Nail through plastic cement 4in. x 31n. Single paddy on under- layment Single paddy on top of the Single paddy under the Paddy (between tile) Paddy (under tile) Q a• 2 in. X 1 in. medium size paddy eave Fascia course only Eave course Nail through plastic cement 1 ''3in.x3in. Single paddy on underiayment Single paddy on top of tile ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Underlayment r in.x3in. Single 4 in. paddy on under- layment Single paddy under file Single paddy between tile 2 in. x 7 in. medium size paddy eave course only Single paddy on top of the Eave Cause Fascia Weephole Eave closure Drip edge Eave Course Single paddy between tile Eave Closure 2In. x 7 fn. medium Fas paddy save course only END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7