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RF-09-1872 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP 129186 Permit Number: RF -11 -09 -1872 Scheduled Inspection Date: March 03, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: MURSULI, JORGE Work Classification: Tile /Flat Job Address: 600 NE 97 Street Miami Shores, FL 33138 -2471 Phone Number Parcel Number 113206017168 Project: <NONE> Contractor: ZARA INC Phone: 305 - 856 -6123 Building Department Comments Tile and Fiat re -roof. Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 02, 2010 For Inspections please call: (305)762 -4949 Page 7 of 31 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Numbe INSP- 129186 Permit Number: RF -11 -09 -1872 Scheduled Inspection Date: March 03, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: MURSULI, JORGE Work Classification: Tile /Flat Job Address: 600 NE 97 Street Miami Shores, FL 33138 -2471 Phone Number Parcel Number 113206017168 Project: <NONE> Contractor: ZARA INC Phone: 305 - 856 -6123 Building Department Comments Tile and Flat re -roof. Inspector Comments Passed E Failed Correction. ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 02, 2010 For Inspections please call: (305)762 -4949 Page 7 of 31 C I V I L Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue R Miami, Florida 33175 -1174 EN6INEER Tel:305- 823 -8008 Fax: 305- 823 -3300 F ebruary 21, 2010 Zara, Inc. 420 Southwest 18 Road Miami, Florida 33129 -1048 Project: ROOF TILE UPLIFT TEST REPORT Residential Home 600 Northeast 97 Street Miami, Florida Information provided by client: Permit Number: RF 11 -09 -1872 Date Completion: February 17, 2010 Roofing Contractor: Zara, Inc. Project Number: 10 -0162 (Testing Laboratory Certificate #06- 0501.15) Dear Sirs; In accordance with your request and authorization, a representative of Reileh 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 of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Eagle Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the 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. Based on tier test results, we conelu€le thaC the in taliatzon of the r( ttl at the above xeferea prn�eet rues the test requirement outlined. in the abte- nenttzned Potoenlched a co d py of tiur te�I report; fc , your review. 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 d ohamad Sor& Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 600 Northeast 97 Street Miami, Florida Reileh Engineering Corporation -- Project Number - 10 -0162 — Page 2 of 6 Report of TILE UPLIFT TEST for Residential Home 600 Northeast 97 Street Miami, Florida Project Number: 10 -0162 Test plumber Test Laad lb Test #ats 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation --Project Number - 10-0162— Page 3 of 6 Test Number Test Leadib 'Pest Stun 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43, 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass Reileh Engineering Corporation -- Project Number - 10 -0162 — Page 4 of 6 t Numr Ttdet St us 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass 84 35 Pass Reileh Engineering Corporation --Project Number - 10-0162— Page 5 of 6 Test Number Test Load ib Test Status 85 35 Pass 86 35 Pass 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass 91 35 Pass 92 35 Pass 93 35 Pass Reileh Engineering Corporation -- Project Number - 10 -0162 — Page 6 of 6 i 4 10 58 57 9 II 82 81 79 28 60 65 59 65 66 64 65 61 m 62 60 76 64 12 85 0 14 5 7 6 77 76 86 9 56 55 75 46 8 57 E 40 74 87 5 75 4 45 88 72 15 67 69 /41 H49 41 71 Qq 5 5 1 2 10 -0162 AFMOX, VOOF 11;51' WCA11ON5 ANn PIMM51ON5 Mid s4 "" tid4 y 10050 NE 2 °d Ave Miami Shores, A 33138 Phone 305 - 795 -2204; Fax 305 - 756 -8972 www.miamishoresvillage.com RE: Permit # F � .. � r�_ ' j �; DATE: ( 2 (4 - INSPECTION AFFIDAVIT licensed as a n Cc Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: On or about t t -4 -C c t g ,)C Rai . , I did personally inspect the roof deck nailing and /or (Date & time) secondary water barrier work at c , C" -z Ai T� I (Complete Job Site Address) Based upon that amination I have determined the installation was done according to the Hurricane Mitigation ReO 't ` anual (Based on 553.844 F.S) N Signature m_.. State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this eV day of zooc? .V' HENRY JR. ALBERTO MY COMMINION # DD5%"S Notary Public, Sate of Florida at Larg �A g EX ES: Se 19,20 (407 ) 398-0153 Florida Notary Servioe.otxn *General, Building, Residential, or Roofing C tractors 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 Miami Shores Village y " 7ype 'Rf 9, I��lat 10050 N.E. 2nd Avenue F aft Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 xioRit* E xpiration: iration• 0511712 Project Address Parcel Numb Applicant 600 97 Street 1132060171680 JORGE MURSULI Miami Shores, FL 33138 -2471 Block: Lot: Owner Information Address Phone Cell JORGE MURSULI 600 97 Street MIAMI SHORES FL 33138 -2471 Contractor(s) Phone Cell Phone Z Valuation: $ 2 1,000.00 ARA INC 305 - 856 -6123 Total Sq Feet: 3964 Type of Work: For Inspections please call: Additional Info: (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Roof in Progress Renailing Affidavit Cap Sheet Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $1.80 Education Surcharge $0.60 RF -11 -09 -36402 $ 338.53 $ 288.53 tow Permit Fee - New Roof $325.00 RF -11 -09 -36402 $ 338.53 $ 338.53 $ 0.00 Permit Fee - Repairs $0.00 Scanning Fee $3.00 Submittal Fee $50.00 SubmittalMversal Fee ($50.00) Technolo Ree $8.13 Total: o $338.53 r-� CVJ C'7 r-� In considgW�#ion of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining ftreto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting Ws permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required foRLECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. -7 c OWNERSFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. November 23, 2009 Aphorized Signature: Owner / Applicant / Contractor / Agent Date ` Y Building Department Copy November 23, 2009 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING R, FE C E it V E 0 Permit No A F -11-0 q -1 6 - 7 2— PERMIT APPLICATION NOV 1 2 7009 aster Permit No. FBC 2004 Permit Type (circle): Building Electrical PlUmbing Mechanical ` Roofin Owner's Name (Fee Simple Titleholder) r_ - . <; ~ -� ' Phone # 33 �- / yG 3 a- Owner' ddress City 21 ! State Zip ��� ' J/7 Tenan essee Name Phone # Job Address (where the work is being done) _( /� !�C :y City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # - .0 - /�, &a Is Building Historically Designated YES NO Contractor's Company Name ZARA 4 PO RAT` Phone Contractor's Address 420 ' i �i. ► " Ci ty Y , �- 6 0 3129 - 102 Zip Qualifier Nam [};;Z Phone # ' $, k�z State Certificate or Registration No. --- 6- 1 d? to Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ _0 6?4 ` Square / Linear Footage Of Work: I n io g G I ) Type of Work: ❑Addition ❑Alteration [ Repair/Replace ❑ Demolition Describe Wor �-. 9 T i ZE - eZA NOV 12FAI!K� 0 f � Submittal Fee ®�� Permit Fee $ CCF $ �• V CO /CC Notary $ j Training/Education Fee $ (Q� Technology Fee $ Scanning $ L Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brpchure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of Comm cement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. n he absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent ontractor The foregoi g instrument was acknowledged before a this The fo7tt, nt was acknowledged before m this day of 1 ,; t� day of 20 a, by - — who is personally known to me or who has prod ced who' onally known t� ho has produced As identification and who did take an oath. as identification and who did take an oath. NOTA PUBLIC: NOT Y'PUBLIC: Sign: Sign: Saman Mc ann e •,, Saman # DDyg7 Print: o�` P " e � = Print: My Commission Expires: �:;� Expires August 22 2010 Exp August 2 Sara 9 My Commission E �� p , 6W ' i H 6wWod Tmy Fain - In$uranCO, 1m no-US -7618 Paftw 1mv rip ` :F aFt,FF,YY,P9e,Y,Y,YtF,t,F 9e 9e ,Y *aY ie nk,Y,t:F,Y * *9t4:F9e *F * *,tY *9e 9e,Y 9c *9c ,Y,Y,t ie 9c9c �: * *,Fic * * *F * * * *9e *,F,YY Y 9c * *9t *9c 9e 9e,Y,Y4r,Y'r *,F * *9c 9c,k,Yic :k,Y,kar tF,F ic,F,F,F :Y Y,t,t APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08/06) I f fA u IV Lflr At B # "i R F it Fi t3 -G#�P SS "['li7��►+`�A8 1f�tltl41'CSU TACi1E;<A U:S. Pt35T�1+E MIAMIPL OT AA, f �51 PAID twtAt, to R Ari�7r ; At� NO. asp 301 17 -6 T HIS NOT A S3'L.L -- DO NOT PAY RENEWAL. .8. 1,19 IM M OCA-narr STATE ���L� 567 364153-8 420 SW 18 TER# 33129 MIAMIl 0 W HO A ING e 3 WORKER /S BUILDING CONTRACTOR I THIS `F9 aNt.Y A RDt3At. ausltJess rAx Ra:cEt�r. rr 00E0 filar PEROT THE HOLDER TO AOLATE ANY - _ exis +!s REGULATORY an - ztsNKQ LAWS O F THE DO NOT FORWARD CDuw Ott cmrg. NOR ' DaES P� A V Y TIIE ZARA INC aRriai ANY nTHER €'EFI11t1' OR 1.10EN% R EQUlRW.fWF.AVV.THIS:IS- JORGE E ZARAGOZI FIRES i TH ° E Fin m8 A I CA� 420 SW 18 TERR - 11004. MIAMI FL 33129 PAYMENT RECEIVED MIAWDADE COUNTY TAX q �5�1 COLt,E`r;fO bg /28/f2009 t u� :V 4.! . S 0Q 4 11 8111 1!l3111111BAN1131111111111�i SEE OTHER SIDE t ` RES. Lrt' %wa SA"" * PAW R4 Z " "" 10050 NE 2 nd Ave' Miami Shores, FI 33138 ■ ■■ ■■. Phone 305- 795 -2204; Fax 305 -756 -8972 t OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: — y° - � 10050 NE 2 Ave W T 1 Miami Shores, Fl 33138 Re: Owner's Name' r F , Property Address:' —, ' - 1- Roofing Permit Number: Dear Building Official: -zx certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less tha $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Sig6 qu Print Name State of Florida • County of Dade • • • • • • " "•' The undersigned, being the first duly sworn, deposes and says that he /she is the 6fArector fbr the abode:••. property mentioned. • .. .. . .. ...... Sworn to and subscribed before me this day of -- • • • • •' .. ....:. K • O gY P■V6�P Sajrlaptpa A. MCL'd(I :....: Con"issron # DDWS78 ' Notary Public, Sate of Florida at Large — '�'°"� Expires August 22' 2010 u soneW T rOY , Ins, 40~04 When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. s` Property Information Map Page 1 of 1 S'f My Home Miami -Dade County, Florida MIeAMI °arAQE' all aialt Property Information Map f, 1'pii Summary Details: Folio No.: 11- 3206 - 017 -1680 Property: 00 NE 97 ST Mailing JORGE A MURSULI & Address: JIMMY GAMONET 00 NE 97 ST MIAMI SHORES FL 3138 -2471 Prope Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE LUC: 001 RESIDENTIAL - S INGLE FAMILY Beds/Baths: /2 x ° Floors: 1 L= Units: 1 ' dj Sq Footage: 2,677 Lot Size: 13 SQ FT Year Built: 1955 �I �,�p MIAMI SHORES SEC 4 '� Itll 'I MD PB 15 -14 LOTS 9 & Legal 10 BILK 100 LOT SIZE Description: 100.000 X 130 OR 17291 -1436 0796 1 OR 17291 -1436 0796 00 Assessment Information: Y ear: 2009 2008 L and Value: $221,628 398,93 Building Value. $214889 25472 Mafket.Vakae -•... $436,517 653,65 Digital Orthophotography - 2007 0 14 ft r• Assessed Value: $,I 87,03 This map was created on 10/27/2009 1:39:55 PM for reference purposes only. - Exemption Informati . a Web Site © 2002 Miami -Dade County. All rights reserved ear: 2009 2008 Homestead: $25,000 1 $25,000 [2nd Homestead: I YES I YES :/ Taxable Value Information: Y ear: 2009 2008 Applied Applied 7 "a Exemption/ Exemption/ axing Authority: Taxable • Taxable Value: • 0WOUe •000.0 Regional: • $50,000/ • g •$13f,223 • 1 6 • • • • $WOO/ •$50,000/ • • • • • • County: 223 $131,036 • �`0,000/ • $50,09Q0/ �• "`� City: • • 13T,223 .$A Z1,936 000/ $25, 000/ ` ` i ` • • chool Board: • **1462 , 223 1 •$'162,536 1 • • • • • SalMOMmationt • • Sale Date: • 4 - Mms • ` • Sale Amount: $165,000 • • • • • • • • • • Sale O /R: . 172%1-1436 • •. • • • Sales ' �•••�• Qualification Sales which a; Description: View Additional Sales http: / /gisims2.co. miami - dade.fl.us /myhome /printmap. asp? mapurl = http: / /gisims2.miamida... 10/27/2009 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. Process No. Contractor's Name ZARA INCORPOR Job Address irzp 671 Vc q Txg�� k r�2o�� ROOF CATEGORY C Mechanically Fastened Tile Mortar /Adhesive Se ❑ As F1 Metal Panel /Shingles ❑Wood ng es /Shakes ❑ Prescriptive BUR -RAS 150 --- ROOFTfPE O New R96r Re- Roofin ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plan Sketch Roof Plan: Illustrate ail 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. ; IA1 1 - M + ol ...... .... ...... . . ..... ...... Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sio._ped Roof Syste) ' Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and identify Manufacturer Attachment (if a component is not used, identify as "NA ") Field: 9 oc L Lap, # Rows 2 @ 9 "oc System Manufacturer: GAF MATERIAL CORP Perimeter: 6 " oc @ Lap, # Rows 4_ @6 - 0c 9 4 07- 1219.0 No- Corner 6 " oc @ Lap, # Rows — @ 6 „ oc Design Wind Pressures, From RAS 128 or Number of Fasteners Per Insulation Board Calculations: Pmax1: -49 • �'max2: - • �max3: -124.3 Field NjA Perimeter /A Corner N/A Max, Design Pressure, From the Specific NOA illustrate Components Noted and Deta as 5 2 5 Applicable: . System: - Woodblocking, Gutter, Edge Termination, Deck: Stripping, Flashing, Continuous Cleat, Cant Type: CDX PLYWOOD Strip, Base Flashing, Counter- Flashing, Gauge/Thickness: 5 / 8 It MIN Coping, Etc. 1. 5 11 -. 12 ° indicate Mean Roof Height, Parapet Height, Slope: Height of Base Flashing, Component Material, ArtchorBase Sheet & No. of Ply 4 5 B ASE SHEET (1) Material Thickness, Fastener Type, Fastener Anchor/Base Sheet Fastener/Bonding Material: Spacing or Submit Manufacturers Details that Comply With RAS 111 and Chapter 16. 1.25 RS NAILS W/ TIN CAPS Insulation Base Layer: N/A Base insulation Size and Thickness: N/A hr Base Insulation Fastener/Bonding Material: N/A HIGH DENSITY BOARD Top insulation Layer: / ��` Top Insulation Size and Thickness: 4 X 4 0.5 MIN Top Insulation Fastener /Bonding Material: g,� ��°$• HOT ASPHALT oil Base Sheet(s) & No. of P!y(s): N/A Base Sheet Fastener/Bonding Material: N/A is3,f. eV f=At Ply Sheet(s) & No. of Ply(s): GAFGLAS PL Y IV (3) Ply Sheet Fastener/Bonding Material: 3 ,U HOT ASPHALT • To p PI MINERAL SURFACE CAP SH EET (1) • • Y� ' Top Ply Fastener /Bonding Material: • • • • : 000 ' HOT ASPHALT .... ..... ...... .. . ..... Surfacing: N/A ..'..' : '..' ....�. . • . . . .... ...... Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: ENTEGRA ROOF TILE, IN C Notice of Acceptance Number: 0 9- 0 7 2 3. 0 9 Minimum Design Wind Pressures if Applicable (From RAS 127 or Calculations): Pmaxi: - 4 5 . 1 Pmax2: - 7 8 . 6 Pmax3: -116 . 2 Maximum Design Pressure (From the NOA Specific System): 4 5 . 5 Method of Tile Attachment: FOAM (MEDIUM PADDY PO LYPRO AH16 0 ) Sloped System Description eck Type: 15 / 8 " CDX PLYWOOD Type Underlayment; #30 ASTM D226 TYPE II nsulation: J N/A---------------------------------- Roof Slope: 3 12 Fire Barrier: N/A------------------------------ : Fastener Type & Spacing: 1 1/4 11 RS , TC , GALV� " _2-P()dS 12 OC dhesive Type: HOB ASPHALT Ridge Ventilation? N/A Type Cap Sheet: 1#90 MINERAL SURFACE AP SHEET oofing Covering: ESTATE "S" CONC TE Type & Size Drip ROOF TILES :...;. dge: 13 X 3 / %G. * C:k / �C � • • , Mean Roof Height: 11' 6" 000000 " "' • .... . ..... ...... .. ..... . . .. .. . . ...... . . ... ...... Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment -based the 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. J,t 0.289 13.04 -Mg : 6.74 =M 6.30 NOAM 45.5 (pZ : - 78. f t i,t � 9 = 22.72 Mg: =Mrz 15.98 NOA M' 45.5 (P 3 : _l�A( , � 0.289 33.59 - Mg: 6 :74 =M, 26.85 NOA M 45 5 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 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 27.1 282 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 F, If the F' 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 6: = F NOA F' (P xl:_= _xw:= _)- W:_xcos 0: =F NOA F (P xl: ___xw:= _)- W:_xcos 0: =F NOA F Where to Obtain Information Description Symbol Where to find Design Pressure Pi or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASC'r • Mean Roof Height H Job Site • • • • • • • : • Roof Slope a Job Site • • • • • 0 Aerodynamic Multiplier d NOA • • • • • • • 000000 Restoring Moment due to Gravity M NOA • • • • • • • ; • • • • Attachment Resistance M NOA • • • • • • • Required Moment Resistance M Calculated • • • • • • • : • • • Minimum Attachment Resistance F' NOA • • • • • • • • • • • • • Required Uplift Resistance F Calculated • • • • • • • • • • : • Average Tile Weight I W INOA • • • • • • • • • Tile Dimensions I = length NOA • • . 000 • • • • • • w =width • • 0•0 • • • • • • 0000• All calculations must be submitted to the Building Official at the time of permit application. • • • • 00 • • SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section. It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. +aei I , . Aesthet ics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity n Zone) are for the purpose of providing that the roofing system meets the wind resistance and trusion 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 own and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be re Pde in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zone). (The ro k is u sually concealed prior to removing the existing roof system.) 3. Common Roofs: Common roofs are those which have no visible delineation between hbonng units (i.e., townhouses, condominiums, etc.). In buildings with common roofs, the roofing c tractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. qn rof Expos ed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking ewed from below.The owner may wish to maintain the architectural appearance;therefore, g nail penetrations of the underside of the decking may not be acceptable. This provides the option of maintaining this appearance. q�str Ponding Water: The current roof system and /or deck of the building may not drain well and ctural se water to pond (accumulate in low -lying areas of the roof). Ponding can be an indication of 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. q 6. Overflow Scuppers (wall outlets): It is required that rainwater flows off so that the roof is not loaded from a buildup of water. Perimeter /edge walls or other roof extensions may block this d6harge if overflow scuppers (wall outlets) are not provided. It may be necessary to install scuppers in ac dance with the requirements of the Florida Building code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent nat ral air flow th;roeg�•the ...... for of the structural assembly (the building itself). The existing amount of atti ve.*I; ion stall npt be •• re ced. It may be beneficial to consider additional venting which can result i` a tppVIW the WvOW life of he roof. ...... • f`® Lo • r' /Agkts Sianature Date Contractor e Wr tatu re • e • • • •••• • Property Address Permit Number • • • •.•• i MM IDADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 _ (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Decks. 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 r-owflp, Flofida, and • • • • • • followed by the expiration date may be displayed in advertising literature. If any pdrlior� of thoNOX-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 manufneqrer orit •; • 0 • distributors and shall be available for inspection at the job site at the request of the Btltlfltng Offi'bial. • • • • • ...... .. . ..... This NOA renews and revises NOA No. 03- 0501.05 and consists of pages 1 thro ge • • •, • The submitted documentation was reviewed by Jorge L. Acebo. • . . .... ...... .... NOA Igo.: 01- 1210,09 • Expiration Date: IT/a4 /13 MlA� DA NTY Approval Date: 03/20/08 Page 1 of 19 APPROVED ASSEMBLIES Deck Type 1I: Wood, Insulated Deck Description 19/32" or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. . Insulation Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only =S, plastic plate only (Table 3) Density /ft =P) EnergyGuardTM, EnergyGuardTM Composite, EverGuard ISO,'EnergyGuardTM RA, EnergyGuardTM RA Composite r Iltliraianum_1 "_.thick _ - - _ _ _ -- N/A EnergyGuardTM High Density Wood Fiber, EnergyGuardTM Recover Board, Wood Fiber, Minimum %" thick N/A EnergyGuardTM Perlite Minimum %" thick N/A N/A Fiberglas (Min. 15 /, 6 " thick) N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20 -40 lbs /100 ft Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENr EliminatorTM Perforated laid dry or a layer of EnergyGuardTM Perlite or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Anchor sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVENT EliminatorTM Nailable, RUBEROID"' Modified Base Sheet, RUBEROID 20, RUBEROID Heat- WeldTM Smooth or RUBEROID Heat- WeldTM 25 base sheet mcc*p Vvly fastened as described below; Fastening Options: GAFGLAS Ply 4, GAFGLAS Flex P1yTm 6, GAFGLAS 45 awe Sheet or • **so* any of above Anchor sheets attached to deck with approved armet& ring shadk nails and tin caps at a fastener spacing of 9" o.c. at the lap stagg8 es1 and % two. • 0000. rows 12" o.c. in the field. 0 0 0 • • 0000.. .. . 0000. (Maximum Design Pressure - psf, See General Limitation{ 071 • • G • 0 9 9 9 9 0 999999 9 0000 999999 9 . 9999 . • . . 99999. "A No.: 01- 1219.09 ' Expiration Date: ?t/04/13 miw�n , oR uNry Approval Date: 03/20/08 Page 8 of 19 Fastening Options: GAFGLAS Ply 4, GAFGLAS" Flex PlyTM 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill - TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. �.� (Muximttm- Desig�r- #7 GAFGLAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a . fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52. S psf, See General Limitation #7) GAFGLAS 480ULTIMATM, RUBEROID 20, RUBEROID Mop Smooth, base sheet attached to deck with approved 1' /a" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9 o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill - TecTM # 12 standard, # 14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Anchor sheets attached to deck approved annular ring shank. nails and 3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —7S psf, See General Limitation #7) Base Sheet: (Optional) Install one ply of GAFGLAS #75, GAFGLAS #80 ULTIMATM Base Sheet, GAFGLAS STRATAVENT EliminatorTM Perforated, RUBEROID Modified Base Sheet, RUBEROID Mop Smooth, RUBEROID® 20 RUBEROID Heat- WeldTM Smooth or RUBEROID Heat- WeldTM directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq; (see General Limitation #4). • 0000.. • Ply Sheet: ��. One o r more plies GAFGLAS PLY 4, AFGLAS Flex P&.Tng jheet, X80 0 • • •.' Ultima RIJEEROIH' 1t - op UBEROID 20 adhr'ed ju a full' •' • • 000000 mopping of approved asphalt applied within the EVT range anX-at a rate of M -40 • • • lbs. /sq. 0 0 0 0 . . . 0 . . 0000.. 0000. 0000 .00000 0 00 . 0000. 00 . 00 0000.9 0.0.00 0 . . 0000 000000 0000 • 'Xcr; CI O.: 07- 1110.09 : • • • • Expiration Date: 0 11A 4 13 . NIAMMADECOUN7Y Approval Date: 03/20/08 Page 9 of 19 Cap Sheet: (Optional) ne ply of GAFGLAS Mineral Surfaced C ap Sh;4 or GAFGLAS EnergyCapTM Mmes — ac - - e a�liee�" af�iered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROTD 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs. /sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM Matrixrm 715, Leak BusterTM MatrixTM 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at I. to 1.5 gal. /sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCoteV roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 gal. /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening above. • • ••••% •••••• •• • ••••• •• •• • •• •••••• • NU4 ice.: 07,121109 :•••• Expiration Date: 11XV13 �44MaDY KI 4o ouNn_ Approval Date: 03/20/08 . . Page 10 of 19 WOOD DECK SYSTEM L IMITATIONS: I A slip sheet is required with Ply 4 and Flex P1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ' /a" Dens DeckTM or '/Z" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: I . Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 4. An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidetap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psE 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination desigps shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements.: ...... 9. The maximum designed pressure limitation listed shall be applicable to all roof pisura zones, (i • perimeters, and corners). Neither rational analysis, nor extrapolation shall be pernmi(W. for enhanced •' • • • • fastening at enhanced pressure zones (i.e. perimeters, extended corners and corneM! (When this ' :....: limitation is specifically referred within this NOA, General Limitation #7 will riot'be appl_io *.) .. • • 10.. All products listed herein shall have a quality assurance audit in accordance with th'tlgrida 4t ildipg �,; • • Code and Rule 9B -72 of the Florida Administrative Code. ETD OF THIS ACCEPTANCE ; • •: •; ' • ...... h9i TTo.: 07- js.09 � • • • • : Expiration Date:•It/QQr13 MAMMA ECOUwTr Approval Date: 03/20/08 Page 19 of 19 � Class A Beck: C -15/`32 Incline. 3 llasubdon (Optional): -- One or more !aye -s pc&fe, -wood q_b-M glass 9ber; Wcyanurate, urethane, perlitelisoeyanurate com. >site, pr.rl:telurethane composiiu, wood fiberlisocyanurate composite, phenolic, any thickness. Ply Sheet: - -Three or more layers Type GI "GAFGLA4 fly A" cr'= G4FGLAS Ply 6 hot mopped Surfacing: -- Gravel. L Dec Incline: 2 (Optional): — One or afore layers perlite, wood fiber, glass fiber, isocyanurate, erlitelisocyanurate composite, perlite/uredwe composi te, wood fiber /isocyanurate phenolic any thickness. -- Three or more layers Type G I "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". : — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulations (Optional): --One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanumte composite, perlite/urethane composite, wood ziber /isocyanurate composite, phenolic, 2 im mac. Ply Skeet: -- Two or more layers Type G I "GAFGLAS Ply 4" or "GAFGLAS ply 6 Cztp Sheet: -- One layer Type 03 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1i2 Insulation: --- One or rwo layers "Isotherm R ", 4 ire. max, hot mopped. Ply Sheet : -- Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Beck: C -15!32 Incline: I _Slip c�+aet.011tiional): — Red rosin paper, nailed to deck Base bheet. — uni layer Type Ue e.r CrL - XS #75 Base Sheet" (fray be nailed). Ply Sheet: — one or more layers Type G 1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: -- One layer Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 6. Deck: NC Incline: 3 • • • • • • ...... 3ase Sheet: — Or_z layer Type C 2 ' • • • • • • ' CIA., F GL AS #7S 38,Se S heet" . • • . � • • • Ply Sheet: -- One or more layers Type G I "GAFGLAS Ply 4" or "GAFGLAS Ply V., • . • • • • Cap Sheet: --- One layer Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". • ....' : • • • • • • • • • • • 'P:.. 'dambase. ul. ccr L' cgi- biro'XYV.'templates'LISEXT/ I FRA,N4E/showpage. ht ml ?name= .•. Z I/ 1 &2002-. MIAMaDADE MIAMI -DADE COUNTY, FLORIDA LW 2 � METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 _NOTICE OF ACCEPTANCE (NOA) www.buildinLcodeonline.com Entegra Roof Tile, Inc. 1289 NE 9' Ave Okeechobee, FL. 34972 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. DESCRIPTION: Estate "S" 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 fWlowed by the expiration date may be displayed in advertising literature. If any portion of the NOA is dispi dyed, t]en its all . • • • • 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. iii• • • •••a*i •Y•iY This revises NOA # 06- 0310.05 and consists of pages 1 through 7. 9 0:06: .. ..: • • • The submitted documentation was reviewed by Alex Tigera. • •• •• i i• fiii�• ••iii• 1�0A Na 09- 0 • • Expiration Date: 08/2$1.1• " e courlTr Approval Date: 09/02109 ' D Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews a roofing system using Entegra Estate "S" Concrete Roof Tile, as manufactured Entegra Roof Tile, Inc. in as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code, 2004 Edition for High Velocity Hurricane Zone. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Entegra Estate `S' 1= 16 -1/2" TAS 112 Low profile, interlocking, extruded concrete Roof Tile w = 13" roof tile equipped with two nail hole and min. 1/2" thick double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use w = varies at hips, rakes, ridges and valley varying thickness terminations. Manufactured for each tile profile. 2.1 Components or products manufactured by others Test Product Product Dimensions Specifications Description Manufacturer Rainproof II 30" x 75' roll TAS 104 Single ply, nail -on Protect-0-Wrap, 36" x 75' roll underlayment with Inc. or 2" self - adhering (with current NOA) 60" x 75' roll top edge. Ice and Water 36" x 75' roll TAS 103 Self- adhering W.R. Grace Co. Shield underlayment (with current NOA Wood Battens Vertical Wood Preservers Salt pressure Generic • • • • • • Min. 1 "x 4" Institute LP — 2 treated or decay (vA#t euijjent NOA) , .' Horizontal resistant lumber ....., • • ` • • • • • • Min. 1 "x 4" for use battens ...:.. • • with vertical battens • • • • • • ' or ...• • Min. 1 "x 2" for use • " "' ' • • alone •• ,• • •• •�•��• NOA'N009- 07VA1 • Expiration Date: 08/239ff' Approval Date: 09/02/09 Page 2 of 7 Test Product Product Dimensions Specifications Description Manufacturer Tile Nails Min. l Odx 3" TAS 114 Corrosion resistant Generic Appendix E screw or smooth (with current NOA) shank nails Tile Screws #8x 2'/z" long 0.335" TAS 114 Appendix Corrosion resistant, Generic head dia. E coated, square (with current NOA) 0.131" shank dia. drive, galvanized, 0.175" screw thread coarse thread wood dia. screws Roof Tile Mortar N/A TAS 123 Prepared mortar Bermuda Roof ( "TileTiteTM ") mix designed for Company, Inc. with mortar set roof tile current PCA applications. Roof Tile Mortar N/A TAS 123 Prepared mortar Quikrete ( "Quikrete® mix designed for Construction Roof Tile Mortar mortar set roof tile Products with #1140 ") applications. Current PCA Roof Tile Mortar N/A TAS 123 Prepared mortar W. R. Bonsal Co. ( "BONSAL® mix designed for with current PCA Roof Tile Mortar mortar set roof the Mix ") applications. Roof Tile N/A See PCA Two component Polyfoam Products, Adhesive polyurethane Inc. ( "Polypro(& adhesive designed AH160 ") for adhesive set roof tile applications. Roof Tile Factory premixed See PCA Single component Flexible Products Adhesive canisters polyurethane foam (with current NOA) TileBond roof tile adhesive Hurricane Clip & Clips TAS 114 Corrosion resistant Generic Fasteners Min. I /2 " width Appendix E clips with corrosion Min. 0.060" thick resistant nails. Clip Fasteners :...:. Min. 8d 1'/4 •�• ������ ...... . ...... . . . .... ...... • • •••• i•••.i NOA No. 09 -07 3 . • • MUWj WkDE000Nrtt Expiration Date: 08/25M* ,..., , Approval Date: 09 /02/09 Page 3 of 7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 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 applicable Building Code. 4. INSTALLATION 4.1.1 Entegra Estate "S" Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County 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 (lbf) Length -1 (ft) Width -w (ft) Entegra Estate `S' Roof Tile 10.0 1.375 1.08 Table 2: Aerodynamic Multipliers - X (fe Tile % (ft ) Profile Batten A plication ire eck A lication Entegra Estate `S' Roof Tile 0.267 0.289 0000.• 0,000... � 000000 T.-014' 3 :'' toring Moments due to Gravi - M ft -lbf) • • Tile "•12" 4 ":12" 5 ":12" VAT' T' .. . x":12 "•or � • • • • • • Profile • • % • reater • :0000: Entegra Estate lBatftte Direct attens Direct Battens Direct Battens Direjl• 6 15114ens direct . • S' Roof Tile Deck % Deck Deck i Deck• • • Deck : • • • 5.91 6.74 5.82 6.64 5.70 6.50 5.56 6.33 • • 0 5.0 N/a • 0000 .. .. . 0000.. 0000.. • • • 0000 0000.• 0 0 0 � 0000 • • • • • •0000• NOA No. 09- 0723.09 htEOr4De Couririr Expiration Date: 08/23/11 A PPROVED 1 Approval Date: 09 /02/09 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Nail -On S stems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Entegra 2 -10d Ring Shank Nails 27.8 37.4 28 Estate 'S' 1 -10d Smooth or Screw 8.8 11.8 4.1 Roof Tile Shank Nail 2 -10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Cli 1 -10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Cli 2 -10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Cli 2 -10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Cli 2 -10d Ring Shank Nails 43.0 67.5 50.9 1 Installation with a 4" tile headlap and fasteners are located a min. of 2'/" from head of tile. Table 5: Attachment Resistance Expressed as a Moment M (ft -lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Resistance Profile Entegra Estate 'S' Roof Tile Adhesive 26.1 2 See manufactures component approval for installation re uirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per Patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Single Patty Adhesive Set Systems • Tile Tile Application Minimum Attachment Profile flesistance '. Entegra Estate 'S' Roof Tile Po lyfoam PolyPro TM 0.0 a Pol oam Pol ProTA° • • •' •' 4- fPol Pro • 00.0 • • , 0000. 5 Medium paddy Placement of 24 grams of Poly-00 _- _." �. 0000• 6 00 00 . .. 0006•• 6 000000 Table 5B: Attachment Resistance Expressed as a Moment - M (*-I" • 0 ' 0 0 6 6 for Mortar or Adhesive Set S stems 6 " ' 00000 • 0 Tile Tile Application Minimumm 6 Attachmept Profile Resistance Entegra Estate Mortar Set 20.60 'S' Roof Tile NOA No. 09- 0723.09 rxAMED�►ue eouN Expiration Date: 08/23/11 ' ' Approval Date: 09/02/09 Page 5 of 7 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 ". 6 V��7 OR ESTATE "S" TILE LABEL (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 0000.. 0000.. 0000.. • 0000.. 0000.. 0000.. • 0000.. 0000 • • 0000.. 0000 . 0000. . . •• •• . .. 0000.6 0 0000.. • • . 0000 0000.. • • • 0000 0 0000 .0000. 0000 NOA No. 09- 0723.09 KAr7FOd4oE COUNTY Expiration Date: 08/23/11 Approval Date: 09/02/09 Page 6 of 7 PROFILE DRAWING Nail Holes • • 16, ENTEGRA ESTATE "S" CONCRETE ROOF TILE END OF THIS ACCEPTANCE • • • ...... . ...... .... . ..... ...... .. . ..... .. .. . .. ...... .... ...... NOA No. 09- 0723.09 �w4M�a►oeCOUN7Y Expiration Date: 08/23/11 Approval Date: 09/02/09 Page 7 of 7 M I A M I•DADE MIAMI -DADE COUNTY, FLORIDA M _ METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 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 =Qw'ed by • • • • the expiration date may be displayed in advertising literature. If any portion of the NOA i; displayed, then it shall • • be done in its entirety. • • . : ... :. • ...... . ...... I NSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer orits 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 J rge L. Acebo. • NOA No.: 06- 0201.02 Expiration Date: 05110/11 -� Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY 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, fbr 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 Test Product Description _Specifications Polypro® AH160 N/A TAS 101 Two component polyurethane foam adhesive Foampro® RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs. /ft. Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise :' • • • • *Soo: • Water Absorption ASTM D 2127 0.08 Lbs. /Ft • Moisture Vapor Transmission ASTM E 96 3.1 Perm /Inch 0000 • • • 0000.. . .. Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40 weeks : 0 0 0 0 +6.0% Volume Change @158;P.! i0Q% :000:0 0 0000 . 0000. Humidity, 2 weeks • Closed Cell Content ASTM D 2856 86% ": : • • • • 0 • • .. .. .. 0000.. Note: The physical properties listed above are presented as typical average values,as ;rNermineA. • 0 0 0 by accepted ASTM test methods and are subject to normal manufacturing ;arialion. • 0 . • NOA No.: 06- 0201.02 Expiration Date: 05110111 *= 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 -IPA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438-4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[l] 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. PolyproR Ali 160 shall solely be used with flat, low, & high tile profiles. :000:0 • 0 0000.. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard AS 12P. • • • • • 0 000.00 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tjl,F adhesive • • 0000. their the assemblies shall test in accordance with TAS 10 1. 0000.. .. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof Z adhesive ,�oth • • • • "' their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modif v terein. � 0 0000 0000.. F` . W • 2 .. 0 .. F' = 0000 MS NOA No.: 06- 0201.02 _ Expiration Date: 05/10/11 { Approval Date: 04/13/06 Page 3 of 7 - INSTALLATION: I. Polypro® AH 160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro© AI 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& AH 160 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® AH 160 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 ProPack® 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® AH 160 has been dispensed. 9. Polypro® AH 160 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 Single Paddy Two Paddy Weight Detail Weight Min. per paddy Min. (grams) (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece #1 17 /side on cap and N/A Barrel) 34 /pan • . .... ...... Flat, Low, High Profiles #2 24 N/A Y • Flat, Low, High Profiles #3 $ • • • • • ....:. _- 000.6. Y ...... LABELING: * • • YYYYYY YYYY Y YYYYY All Polypro® AH 160 containers shall comply with the Standard Conditions listed *Te11t. • • • • 0 • • • Y Y . . • YY YY Y, YY ....:. BUILDING PERMIT REQUIREMENTS: : 00 : 9: • • required b the Building Official or applicable building code in order to properly evaluate � e • Y Y Y Y * 006: 0 As re • q Y g PP g P p Y � ...... installation of this system. • • • • Y .. • YYY NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL I SINGLE PATTY Nail through plastic cement Paddy (Beneath Tile) Nail through plastic cement UnderiaymeM Paddy (Beneath Tide) 1 � Uruferlayment 1 10' In -- — 10 in. rn o Eave Course Fascia Eave Course Fascia Weephole Eave came only: Eave course only: Eave closure � ��� Keep adhesive approx. Keep adhesive approx. Drip edge 41n. up from weepholes 4 in. up from weepholes Nail through plastic cement Paddy (Beneath Tide) Optional We for U 1) Place enough adhesive to with the pan ti t o le 23 steep pitch appiieations Nail through plastic cement Turn covers upside down. Place adhesive 112 In nderlaymenl square inches in contact with te pn Ol 2) 1 To 1 in. From outside edge of rover die. Then install the tile. o Undedayment 10 in. 2 in. I ° i o 0 Eave Course j / i a, o Eave Closure Eave course only: Ramov Keep adhesive approx. 4 in. uP Fascia lop portion Sheathi Of the eave weephofrs course cover tile. Abut to second course of Optional pan tiles. Ensure eave end of Point -up Mortar pan and cover dies are P Rosh at =cover on longitudinal edges of the Eave closure Weephole Fascia Bo • • (mortar shown) •• • • • • •••••• •••••• + • •••••• •••• • ••••• • • a • • •• •• • •• •••••• • • •• • • •• • • 0 . : .. * NOA No.: 06- 0201.02 Expiration Date: 05110111 Approval Date: 04/13/06 Page 5 of 7 a1 ¢ ADHESIVE PLACEMENT DETAIL Z SINGLE PATTY Nail through plastic cement Paddy (beneath Tile) Nail through plastic cement Paddy (Beneath Tile) Undertayment ° °� Underlayment 1 1 7 "" of e'2 in. 7F ift I Eave Course ° Fascia Fascia Weephole Eave Course Eave closure Eave Closure Drip edge Nail through plastic cement Paddy (beneath Tile) Underiayment 7 in. i in Eave Closure • { • • i • • • Eave Course •••••• • + + + +•• Fascia • „ • • • {...% •.... {••• • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 1 ' Approval Date: 04/13/06 Page 6 of 7 ` ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY s Nail through plastic cement paddy Nail through plastic cement Single paddy under file {between tile} ° Underlayment Single paddy between file Paddy 2 in. x 7 in. medium (under tile) 1 sae paddy eave course only Single paddy Sin under tile }in. x 3 in. x3n. / Single paddy on 2 In. 4 in. Single 4 in'� in. under- paddy on tee layment under. tayment Single paddy Fascia Eave course on top of the Weephde S410 o the 2 in. X 7 in. medium Eave Eave closure on top size paddy eave Drip edge Fascia courseonly Nail through plastic cement Single paddy under the Single paddy between tile o 1 3 in. x 3 in. 4 in. Single paddy onundedayment 2in` 0000•• Single paddy Eave Closure : • • • • on top of tile `� 0000•• • 2 in. x 7 in. medium 0000•• • 0000•• Eave Course size paddy eave course only sees" • • • Fascia 0000 • 000 • • • 0•• 0000 • 00000 ••••s• •• • 0000 • • • • • •••••• 0000•• • • • • • • � • 0000 0000 000•• • • • • • • 0 •0000• END OF THIS ACCEPTANCE '• 0 :00 0000 NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04113/06 Page 7 of 7 a tl • ...... . ...... ..... . .... ..... ... ...... • • • • • y� Miami Shores Village M 0 3 B 1 F 3 ` \" Buildin g D e p artment artment FEB 0 5 1010 10050 N.E.2nd Avenue, Miami Shores, Florida 33138:.. -� 6a� Tel: (305) 795.2204 Fag: (305) 756.8972 BUILDING Permit No. �fe _d _, g ®� �- PERMIT APPLICATION Master Permit No, FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Roofmg Owner's Name (Fee Simple Titleh Idler) T;jfi z AL Phone # 790 ' 3 & Owner's ddress q 7 @� City State Zip TPnsJ1r,esqee Name Phone # '- 4 Job Address (where the work is being done) �6 6 City Miami Shores Village County . Miami -Dad Zip 3 >>N 3� FOLIO / PARCEL # - 3 -a-d m d [ — (,a Is Building Historically Designated YES NO Contractor's Company Name Phone # 3 CI 15 V Contractor's Address 4 7-0- -S � R TFR R ACE City S� 9 ��� �`� 9 Zip QualifierNam , � Phone # State Certificate or Registration No. 0_aC_6T fro y Certificate of C `. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ �,1. C�C�► Square / Linear Footage Of Work: �k Type of Work: ❑Add' 'on ❑Alteration ❑New Repair/R.epl ce ❑ Demolition Describe Work: F Z 7D 1C �9&&� Submittal Fee $ Permit Fee $ CCF $ CO /CC - Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ ((�� Structural Review. $ Total Fee Now Due $ 4.I •(� See Reverse side -3 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 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 broch re will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of cominencelnent must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. I I A the bsence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature er or Agent Co for The foregoing ins ent was acknowledged before me this The foregoing ins t was acknowledged before me this day of 20 L, by day of ' 20 D ,, b who is personally known to me or who has produced w o is pe rsonally known tom who has produced GS[� As identification and who did take an oath. as identification and who did take an oath. NOTARY LI NOT AR UB,LIC: P# H ENRY HENRYJRALBERTO 'd , a tha A. McCann - Si a MI COMMIWON * DDS %!95 Si �! Oj R0�' EXPIRES. Sept. 19, 2010 Print: '.��_ Print. , Expires August � 22, 201 My sion xpires: My Commission Expires: APPLICATION APPROVED BY: w Q "l"�Q Plans Examiner Engineer Zoning (Revised 02!08106) ...... .......... _..... ' FEB 0 2010 BY:— ....... Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof ft stem) tem) Roof System Manufacturer: EAGLE ROOFING PRODUCT LLC Notice of Acceptance Number: 0 6- 0 5 2 6. 0 8 Minimum Design Wind Pressures, If Applicable (f=rom RAS 127 or Calculations): Pmax1: - 4 5.1 p -78 . 6 Pmax3: -116 .2 Maximum Design Pressure (From the NOA Specific System): 3 8.7 Method of Tlie Attachment: FOAM (MEDIUM PADDY PO LYPRO AH16 0 ) Sloped System Description eck Type: 5 / 8 -- CDX PLYWOOD Type Underlayment: 1#30 ASTM D2 2 6 TYPE II nsulation: I N/A---------------------------------- Roof Slope: 3 :12 Fire Barrier: N/A------------------------------ Fastener Type & Spacing: 11 1/4-- RS , TC , GALV "Or a T.nnc 12 OC dhesiveType: H'O'B ASPHALT ype Gap Sheet; TM-g� P SHEET AS 4 4h' w f i•. a� oofing Covering: ICAPISTRANO CONC TE Type & Size D rip TILE d g e ' 3 X 3/ 2 6 GA / NC Mean Roof Height: 11 ' 6 " • • • W r �,, • • �• -• •• •• .�•• '; ••• I'Aami Shores Village APPROVED BY DATE •: • �• • BONING DEPT 777 07PT •" ;,. ••• • • • • ••• • • SUBJECT TO COMPLIANCE WITH ALL FEDERAL �•••� • ••••� STATE AND COUNTY RULES AND REGULATIONS Y Florida Building Code Edition 2007 High Velocity Hurricane Zone Unliorm Permit Application Form Section E (Tile Calculations) For Moment -based the 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 the attachment method is acceptable. Method 1 "Moment -Based Tile Calculations Per RAS 127" (P : -45. 0.277 12.50 Mg: =Mn 5.51 NOA Mr 38.7 (P i a �'T7 = 21.7 8 ) - Mg: 6.9 9 = M 14.79 NOA M, (P �]_Q(, 2 7 7= 3 2 .19 ) - Mg: 6 _ 9 = M 2 5 .2 0 NOA M 38 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 Root Slope 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 file systems endorsed by the Broward County Board of Rules and Appeals. For - Uplift-based the systems use Method 3. Compared the values for F" with the values for F, If the F' values are greater than or equal to the F, values for each area of the roof, then the the attachment method Is acceptable. Method 3 "Uplift -Based Tile Calculations Per RAS 127" (P x1:� =_xw:= �)- W:_,xcos 0: =F,: NOA F (P xl:.-,_- _xw:= _)- W:_.xcbs 8: =F NOA F (P x1:_= _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 used on ASCE 7 Mean Roof Height H Job Site Roof Slope B Job Site Aerodynamic Mddiplier .t NOA Restoring Moment due to Gravity M NOA • • AftshmenbResistanoe • • 1A NOA aired ment+Resistenoe . . M Calculated Minknum - h anoe • F NOA Required UpIHt Resistance F Calculated Average Tile weight I w NOA • • • • 'idle Dimensions • • i= lamp NOA • • • • • •_ 4 01ula%o4 *stbe sukbtWd=o tie Butlding Off(ciai at the time of permit application. .... ....... . . ...... . .... MM a A &A Lftft MIAMI -DADE COUNTY, FLORIDA M ETRO DADS FLAGIM BUILDING WELDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUM 1663 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130- -1563 (305) 375 -2901 FAX (305) 375 -2M NOTICE OF ACCEPTANCE (NOA) Eagle Roof Products LLC 1575 East C.R. 470 Stele, 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 (m areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 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. ADVERUSEMENT: 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 S1WNW- aysil$bl a for iaspecles at the job site at the request of the Building Official. This A � a s: O o '� s� ; p$S$' 6. Thesubutitled reviewed by Alex Tigers • • i • 0 • so: • 0 • NOA No.: 06-0526.08 • • • • • • • . . • • • Exphudon Date 10/05/11 .. ...... • • • • • • • Approval Date: 10/05/06 Page 1 of 6 O , ROOFING ASSEMBLY APPROVAL Roofing :arv: 07320 Roofing Tiles M-s Concrete Deck Tym-, Wood 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 Mangy by Test Produd PhUndons Specifications Deseftflon Capistrano Concrete L= 17" TAS 112 High profile concrete roof tile. For direct deck Tile W = 12 /a" or battened nail -on applications. Thickness = W' Trim Pieces l = varies TAS 112 Accessory trim, clay roof pieces for use at w = varies hips, rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 SUBMIrM EVIDENCE: Test Arena TbA I dentifier Test Name/Renort Date PRI Asphalt Technologies ERPF-001 -02-M TAS -112 Aug. 2006 Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix M TAS 102 & 102(A) Redland Technologies Letter Dared Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) Redland Technologies P09647 -01 Wind Tunnel Testing Aug. 1994 TAS 108 (Mortar Set) Redland Technologies PO402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails The Center for Applied 94-083 Static Uplift Testing April 1994 Engineering, Inc. TAS 101 (Adhesive Set) T j3r :kAAW : : • • 94-084 Static Uplift Testing May 1994 . ?*• • • • • TAS 101 (Mortar Set) .. ... .. . . . .. • • • • • • • • • • Expiration Date: 10/05/11 . • • . • . • . • Approval Date : 10 /05106 Page 2 of 6 ... . . . . ... . . The Center for Applied 25- 709443, 6 & 9) Static Uplift Testing Oct. 1994 Engineering, Inc. TAS 102 The Center for Applied 25- 7120 -(1 & 2) Static Uplift Testing Nov. 1994 Engineering, Inc. TAS 102 The Center for Applied 25- 7183 -(3 & 4) Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 The Center for Applied. 25-7214-(3,4, &7) Static Uplift Testing March, 1995 Engineering, I=. TAS 102 The Center for Applied 25- 7804 -4 Static Uplift Testing Sep. 1996 Engineering, Inc. TAS 102 Celotex Corporation 520111 -3 Static Uplift Testing Dec. 1998 Testing Services TAS 101 Celotex Corporation 520191 -2 -1 Static Uplift Testing March 1999 Testing Services TAS 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier Sep. 2006 Walker Engineering, Inc. Calculations Restoring Moment Due to Sep. 2006 Gravity 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift test shall be performed in accordance with TAS 106. 33 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30190 hot mopped underlayment applications may be installed perpendicular to the mof 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. .. ... . . . . . .. •• ••• •• • • • •• . • . K : s e e e s: • • • NOA No.: 06- 0526.08 • • • • • • • • • • Exphntton Date: 10/05/11 • • • • • • 0 0 0 • • • Approval Datc 10/05/06 Page 3 of 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4. INSTALLATION 4.1 We Roofing 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 Table 1: Average Weight (W) and Dimensions p x w) Tile Profile Weight W pbf) Length -1(1t) Wklth -w (ft) istrana Concrete Tile 10 1.4i 7 1.04 Table 2: Aerodynamic Multipliers - A Tile A "Is Batten licstion DI Deck A 1 n C strar►o Concrete rile 0.300 j C 0277 Q.il Reston Moments due to G (ft - - We 4 ":12• 5":12° 6 °:12• Greater than Profile CapistraBette Battens Direct Battens Direct Battens Direct Battens Direct Con crete Deck Deck Deck Deck 6.57 6.88 6.44 6.73 628 6.56 6.10 fi.38 Table 4: Attachment Resistance Expressed as a Moment - bk (ft lbf) for Mail-0n System Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 1532" plywood) (min. 19/32" plywood) Capistrano 2 -10d Ri Shank Naffs 28.6 412 NIA Concrete 1 -10d Smooth or Screw 5.1 6.8 NIA Tile Shank Nail 2 -10d § ooth or Screw 6.9 92 NIA Shank Nails 1 #8 Screw 20.7 20.7 NIA 2 #8 Screw 43.2 432 NIA 1 -10d Smooth or Screw 23.1 23.1 NIA Shank NaI Field Clf 1 -1 ad Smooth or Screw 29.3 29.3 NIA Shank Nall Eave Cli 2 -10d Smooth or Screw 27.6 27.6 NIA Shank Nails Field Clip) 2 -10d Smooth or Screw 38.1 38.1 NIA Shank Nails Save Cli -1 Ri Nails 33.1 48.1 N/A I n 3'til headlap and fastemers are located a min. of 2W from head of tile. . .• ..• • • •.• . • • • s • • • • • i • • • NOA No.: 06- 0526.08 i i i i i i•• o f Expiration Data 10/05/11 • • • • • • r • • • r • Approval Date. 10105/06 Page 4 of 6 Or • •• •• • • • •• •• Table 5: Attachment - ttac rnent Resistance Expresses as a Moment M (ft Ibf) for Tt+uo Pattv Adheshre Set Svstems Tile Tile Application Minimum Attachment Profile Resistance Capistrano Concrete Tiie Adhesive 29. 1 See manufactures 22Lnponent roval for lnetallation requirements. 2 FleXUS Products Company THaBond Average weight per patty 10.7 grams. PoWbam Product Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mr (ft -11111) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachmen Profile Resistance Capistrano Concrete Tile Polvloam Poi ProTu Po darn Po ProTM' 38. 8 rams of Po MTM. t� of 2 of Po ProTM. Table 5B: Attachment Resistance Expressed as a Moment - M (it ibf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Capistrano Concrete Tile Mortar Se 24.5 5 Tile -Tile Rd Ttle Mortar. S. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturers name or logo (See Detail BelOW), or following statement: "Miami -Dade County Product Control Approvers ". tAiGLE. a go *a:;:.*. FLORIDA 9 see*:** ; QL NO'CONCRETE ROOF TILE L ABEL, S UMTERVILLE PLANT • • *00 • • • • • • s (LOCATED ON UNDERSIDE OF IT E) •' • •d i • e • °' • • NOA No.: 06-0526.08 i•• i i E3*adon Date.10/OS/11 • • • • • • • • Approval Dat:10M /06 PaW546 • • • • • • • • • • 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. PROFIQ.E DRAWING 17 IM CAPISTRANO CONCRETE ROOF TJLE • • i . i i i i • i • END OF THIS ACCEPT: ANCE • . • • • • • NOA No.: 06- 0526.08 Lo i 0 i Expiration Date: 10105111 • • • • • • • • Approval Date: 10105/06 Page 6 of 6 A. •• •• • • A. •• •• NOTICE OF COMMENCEMENT 1111111111111111 Bill 111111111111111 fill 1111 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION CFN 20 0 9'hiJg'i40535 + �c OR Bk 27r091 Ps 44101 (IPS) PERMIT NO. I l U - 1 i �2 TAX FOLIO NO. 16 60 HARVEY RUVIN 1 1123/ 2 00 9 LERK OF COURT HIAHI - DADE COUNTY? FLORIDA STATE OF FLORIDA: LAST PAGE COUNTY OF MIAMI -DADE: i � r�, �. p 001 PITY 0 DE THE UNDERSIGNED hereby gives notice that improvements will be made to 6ertidl�i c: U iieo rii e , i'r on property, and In accordance with Chapter 713, Florida Statutes, the following i`tlform on n 20 is provided in this Notice of Commencement. wIrNES nyl rd nd ,ea y�� fAP1/FY RU If (_�f �, Ql y[nt qr Coo t Coors A IN GOD WE YFU9T tl Dv D.C. Space above reserved for use of recording office 1. Legal d scription of property and stree dress: AL v� 2. Description of improvement: 3.Owner(s) name and address: �w- Interest in property: Name and address of fee simple tltleholde 4. Contractor's name, address and phone number. 4 : ) A " 18 TERRACE 5. Surety. (Payment bond required by owner from contractor, I any) Name, address and phone number e ­�77 MIAMI, EL 33129-1021 Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida ignated by ner upon whom notices or other documents may be served as provided by Section 713.13(1 Xa)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 Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. _ 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 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST 13E 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. SI ture(s) of Own s) or Owner{s)' utborized Officer/Director/Partner/Manager By By Print N Print Name Tltle/Of ee Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The fore oing instru t was acknowledged before me this ay of B Jd Indlvidually, or as for Personally known, or produced the following type of i nt' Q Signature of Notary Public: Print Name. (SEAL) VEAIFICA770N PURSUANT TO SECTION 9 2,M FLORIDA STATUTES JORGE ZARAG ZI Under penalties of pequry, 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. 420 SW 18 TERRACE Signatures) of Owner(s) or Owner(s)'s Authorized Officer /Director/Partner/Manager who signed AMI FL 33129- 021 By wva.wC. By