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RF-09-1304Project Address Owner Information CHERYL SUTTON Contractor(s) Phone Cell Phone ALL DADE GENERAL CONST INC (305)696 -0029 Type of Work: REROOF Additional Info: TILE COLOR THRU Classification: Residential Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Fees Due Amount CCF $4.80 Education Surcharge $1.60 Permit Fee - New Roof $275.00 Scanning Fee $9.00 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $6.87 Total: $297.27 Address Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy August 12, 2009 Parcel Number 5004 29 Street GAINESVILLE FL 32605- Phone Invoice # Total Amt Paid Amt Due RF -8-09 -35556 $ 297.27 $ 50.00 `' RF -8-09 -35556 $ 297.27 $ 297.27 $ 0.00 Applicant 290 101 Street Miami Shores, FL 33138 -2423 1132060134590 Block: Lot: CHERYL SUTTON Airraniit Valuation: Total Sq Feet: CeII $ 7,500.00 1800 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Renailing Affidavit Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. August 12, 2009 ate 1 Scheduled Inspection Date: July 15, 2010 Inspector: Bruhn, Norman Owner: SUTTON, CHERYL Job Address: 290 NE 101 Street Miami Shores, FL 33138 -2423 Project: <NONE> Contractor: ALL DADE GENERAL CONST INC Building Department Comments July 14, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 148374 Permit Number: RF -8 -09 -1304 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132060134590 Phone: (305)696 -0029 Reroof tile 18 sq Passed 4'.271„ 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- 121220. provide renail aff.NB Page 19 of 21 License #: ( 467:i 7 On or about ' - '7 _ / 0 (Date & time) Secondary water barrier work at a A(t (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) 7 Signature State of Florida County of Dade: RE: Permit # 2 F" /=36 if (Print name and drde License Type) INSPECTION AFFIDAVIT /d/ l Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: '7. n .43 / 0 licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector , I did personally inspect the roof deck nailing and 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 — Notary Public, Sate of Florida at Large Revised on 5/21/2009 s JOSE P. PEREZ Notary Public - State of Florida Com as:Iat Expires Jun 5, 2012 Bonded lhrougi Rolland Notary Asat. •General, Building, Residential, or Roofing Contractors or any mdwidual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection CIVIL ENGINEER May 18, 2010 All Dade General Construction Inc. 3270 Northwest 29 Street Miami; Fi rida 33142 Project: 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 Roofmg 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 file used for this project was reported to be Altusa 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. `on.cr °test resu "fie. ecii is th t re uire e nt outlxiaed'in the abov Bi project a copy. of e te st re 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 290 Northeast 101 Street Miami, Florida Information provided by client: Permit Number: RS8091304 Date Completion: May 14, 2010 Roofing Contractor: All Dade General Project Number: 10 -0541 (Testing Laboratory Certificate #06- 0501.15) your revte ea-, edplease find 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 ohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 290 Northeast 101 Street Miami, Florida Reileh Engineering Corporation — Project Number - 10 -0541— Page 2 of 5 Report of TILE UPLIFT TEST for Residential Home 290 Northeast 101 Street Miami, Florida Project Number: 10 -0541 ml T& 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 :S Tf 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 -0541— Page 3 of 5 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 52 53 54 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 35 35 Sta 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 Pass Pass Reileh Engineering Corporation — Project Number -10 -0541 — Page 4 of 5 Test Number 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 80 81 82 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 Test ta. 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 -0541— Page 5 of 5 0 RIPCE CAP T51 LOCATION ' I0 -04I APPROX. POOP iesf IOCA110N5 ANI7 r7IMPN510N5 May Z8 201,0 p,scarrneecd Phone BUILDING PERMIT APPLICATION FBC 20 City Miami Shores Village FOLIO / PARCEL # Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Job Address (where the work is being done) actO L)e I®ksi- Is Building Historically Designated YES NO Contractor's Company Name Contact Phone E -mail Value of Work For this Permit $ 17.. Notary $ Training/Education Fee $ Scanning $Cp '(`T7 - Radon $ Double Fee $ Violation date: Square / Linear Footage Of Work: DPBR $ Flood Zone Structural Review. $ Total Fee Now Due $ 4) . (X:) See Reverse side - Permit No.11°C' — t 3 o c Master Permit No. Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder)�i k $I4 Phone # / [ — - Crn3 Owner's Address,. O N6 io% S Ci t y J! si State L Zip (3`313g Tenant/Lessee Name Phone # Email County Miami-Dade Zip ..••- t;.d Li;r Contractor's Address,)2. P' U..) 4 WC.. -"nr l pp City ' r tit T\C t n (1 State L Zip 2;210 ``- Qualifier Name (� (761 r t G '" LO ( Phone # S °'03 State Certificate or Registration NcC. C11.. _ 1 ` 3-5-2, Certificate of Competency No. Phone #30s Wto -'n& Architect/Engineer's Name (if applicable) Phone # gCO Type of Work: DAddition DAlteration Describe Work: - ()OOP 1?ju Submittal Fee $ Permit Fee $ '� J CCF $ CO /CC $ Technology Fee $ Bond $ 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 CONDmONERS, 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 COMIlIENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Sign: Print: Owner or Agent Contractor The foregoing instrument was acknowledged before me this 20 The foregoing instrument was acknowledged before me this 20 day of ,20/O ,by C4 Pre toe day of 6 ,20 /o ,by a', A who is personally known to me or who has produced who is personally known to me or who has produced f G 94 NOTARY PUBLIC: APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) As identification and who did take an oath. LISSV .ARIONlleucibeN „, ,,j,ao, ,a +t uolsslwwo0 owe . 0c 3 a sa uuissiwwo0 411;= '> efl'Iz- c is - ongnd keloN ga n'`i° My Commission Expires Plans Examiner Engineer Signature 'C%ly�. NOTARY PUBLIC: Sign: Print: My Commission as identification and who did take an oath. uh nFS CARRASCO tary Public - State of Florida - �r- _i ►, I IV o '2/A51 DD 608507 ° ,,, „ om9ed roug auonal Notary Assn. Zoning Clerk checked BUILDING PERMIT APPLICATION FBC 2004 Is Building Historically Designated YES Contractor's Company Name Contractor's Address 32:7 c AAA) 24 `N Miami Shores Village • Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ,ef -p7 Poy Master Permit No. Permit Type (circle): Building Roofing / 06 9 Owner's Name (Fee Simple Titleholder) IBS V �/' � f a,/ b Phone # (? ! (6 - Owner's Address 2 ? a A, C / n / S.1' City 1444-7t4; Vie V%Cl to P C Zip 77/ s Tenant/Lessee Name Phone # Job Address (where the work is being done) 2 7D A (0/ City Miami Shores Village County Miami - Dade Zip '? i ";F FOLIO / PARCEL # Phone # v - �' -" City 414/1 'State /' Qualifier Name Pl 'n'"' " 4 fl State Certificate or Registration No. -�A � rs - ®7 ,6 Certificate of Competency No. Describe Work: Zip Phone # Architect/Engineer's Name (if applicable) Phone # C;� A G�6. ry`5 „a B fRiJ .� v T a , j k qq Me 2 Square /Linear Footage Of Work: gas �l W. fistit10 mila. 01 * NW 00 4 Miasma tOWSPRP »z Alteration ['New [�Repair/Replace ❑ Demolition 461-o," 41 V * ****.x.x.x***** * *** ***.x*** ** *x:****** * **Fee * ex***** *********** ****** * * ****:x********* ** ** Submittal Fee $ Permit Fee $ — CCF $ 4 4't 1 0 CLI1CC Notary $ `---- Training/Education Fee $ i . CYJV Technology Fee $ (Q) Scanning $ '•OD Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ Q41 ' 0 See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State 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 brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reins e will be charged. A rtg‘re Owner or Agent The foregoing instrument was acknowledged before me this day of �' 20 f by Arf�ie , Ore / epe , who is personally known to me or who has produced s . Odi cam, As identification and who did take an oath. Pri T L : 4,0"S, HENRY 1 . ALBERT�O s MY OOMMIId10N S DD89699S /7 " EXPIRES: Sept 19,2010 S l ' (407) 98&0183 FIoride Mary Serkaoom i My . ommissio " Expires: . *** ********+x**+n******** :* ***a:: **ar************* x***** ***** x*** * *** ** *+x***** **** **rxar , x********* *** APPLICATION APPROVED BY: (Revised 07/10/07) Signature 7 61#4, Contractor The foregoing instrument was acknowledged before me this day of49V T , 20 aP , by 4 /('Rot r A L, GA/ E1441._ L who is ersona llvJcuo`� to lne or who has produced as identification and who did take an oath. Print- My Commission Expires: Plans Examiner Engineer Zoning MEM eaax aa� a - .- CC H CC -J W nu mr.- N MI ®o"oo. someres moss co a®n MOIMMI Mania tn ® r- IL SWIM r-4 an cu ,-a CI c :n L.0 C-.1 Cr. *� i.:• h7 ••-.. a In 03 NI CC: C lai c4 CC: w C This Instru en Name Address Permit No. STATE OF COUNTY OF are By: 9? 331k NOTICE OF COMMENCEMENT THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of property, and stre address if available) Zg0.1s (b P e`351 2. General description of improvement: �^ 3. Owner information a. Name and / ?� b. Interest in + address: Z �u�rlfi 1 ® � s: �V J V// / 33 11JO property: ��_ '• t Y c. Name and address of fee simple titleholder (if other than owner): 4. Contractor. DA-De t o hccrl C_Prr%r/ O /f/ a. Name and address: b. Phone number. 5. Surety a. Name and address: b. Amount of bond $ c. Phone number. 6. Lender a. Name and address: b. Phone number: 3240 • ti-u) Zu s [ j A w (3°s) grAT Wo. ss: 1 .. I HEREBY CER i r N / Fd original filed in thi RP The ore oin nstrument was acknowledged before me thi L ° t /.��P /.0 (name of person) au ority, ...e.g. officer, trustee, attorney In fact) for behalf of whom instrument was executed). If HENRY JR. ALBERTO MY COMMISSION 0 DD595393 'fir 1 t EXPIRES: Sept 19,2010 4Q7) 3994163 Ra ida Way Be *e.00m • U j J I! , ,AD20 at. and County CCIUN � ' iirat Chic !s !Two o %1 r 4 WITNESS my , <,n•� `; a �F HARVEY By ��!t! 'Ft-337Lj . y of the 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(10)7., Florida Statutes: a. Name and address: l� e c fur 1 . e, n -- /.vc/, zci b. Phone number: 3240 . W . � T- 3Jb/z. (3eSJ Zoe s z n 6.1n addition to himself, Owner designates the following person(s) to receive a copy of the Llenor's Notice as provided In Section 7.13.13(1)(b), Florida Statutes: a. Name and address: b. Phone number. 9. Expiration date of 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 COME. CEMENT r wn :fr re of Note ype, or Sta mission Number D.C. ar) by fey (type of (name of party on ,Ammommenpv% Sig 1! 4 ate of Florida P ; °" missioned Name of Notary Public Signature of Natural Person Signing Above Tax Folio No. c oup4-„ d 1 / Y d . r f CLEFR � r ! 114D t MST v +L�1 'b eC NNi Personally Known or Produced Identification �!D • Verification Pursuant to Section 92.626. Florida utes Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in It are true to the bast of my knowledge and belief. $ SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWN CONSIDERATIONS Revised on 7/9/2009 ignature Date ��• ?off SrNOT Fl OR ROOFING R4402.13.1 Scope. As it pertains to the section, it is the responsibility oT roofi cbnt "to r'vide the owner with the required roofing permit, and to explain to the owner the content of to The pr isions of Section R4402 govem the minimum requirements and standards of the industryr rooing sys em ins a lations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. /'.. Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. O Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. .© ( 12. 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 of adjacent units of roofing to be performed. 4. t. lk Exposed Ceiling: 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 penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. 5. 1)- p 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. D. 12, Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It ay be be•eficial to consider additional venting which can result in extending the service life of the __ J.- A -y °, f � Mlr - is Contractor Signature Date Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer: Notice of Acceptance Number (NOA): Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations). Maximum Design Wind Pressures, (From the NOA Specific system): 38.7 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Roof Slope: Roof Mean Height: "/12" Method of Tile Attachment: ft. P1: 1CLAY FOREVER LLC — Adhesive, Medium Paddy Polyfoam Polypro— Altemate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: Hook Strip /Cleat gauge or weight: Miami -Dade County Building Department Electronic Application Section D Sloped System Description Tile Roof System KO an', Snores Village —3" face 26 ga.— 1 - Galvinized Metal— P 2: 11-1/4 RS NAIL 4 "0C — Select Hook Strip — P 3: fl \, /FD "ii ^,;G DEPT DG DEPT jR, IFCT i O CC.MPI.IANCE WI I H ALL FEDERAL Deck Type: Optional Insulation: AND CCUN.Y RULES AND REGULATIONS —5/8" Plywood— LNA Optional Nailable Substrate: Tile Profile: Basesheet Type: Optional Nailable Substrate Attachment: Fastener Type for Basesheet Attachment: Tile Underlayment (Cap Sheet ) Type: Tile Underlayment Attachment Method: HOT MOP ASPHALT TYPE IV i41AY 2 . $l 2010 1ASTM D226 30# FELT 11-1/4 RS NAIL .& TIN CAP 6 "OC LAP 12 "OCal 1ASTM 90# FELT P1: P2: P3: Section E 2 "Delivering Excellence Every Day" MIAMI.OV4DE COUNTY CO tN x 1: x Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P1: P 2: P 3: -45.1 -78.6 -116.2 xyy: X w: xyy: Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form x � x � 0.274 .............. 12.36 21.54 31.84 - W: - W: - W: - Mg: - Mg: - Mg: = Mr1: = Mr2: = Mr3: 7.01 Method 3 "Uplift Based Tile Calculations Per RAS 127" NOA Mf NOA Mf 5 ` NOA Mf 38.7 For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. cos 0: x cos 8: . _ = Fr2: x cos 8: rj = Fr3: Where to Obtain Information to complete tile calculations 5 NOA F' NOA F' NOA Pressure Mean Roof Height Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity P1 or P2 or P3 Description Attachment Resistance Required Moment Resistance Minimum Attachment Resistance Required Uplift Resistance Average Tile Weight Symbol Calculated Product Approval (NOA) Calculated Product Approval (NOA) Tile Dimensions I = length w = width Where to Find Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Job Site Job Site Product Approval (NOA) Product Approval (NOA) Product Approval (NOA) MIAM tDAQE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Clay Forever, LLC 6801 NW 77 Avenue Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Altusa "S" Clay Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Mami- -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA #06-0706.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NIIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAML, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: 1. SCOPE This renews roofing system using Altusa One Piece S' Clay Roof Tiles, as manufactured by Alfareria Del Turbio, S.A. (ALTUSA) in Venezuela and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Altusa One Piece `S' Tile Trim Pieces Clip Clip IBA Consultants, 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. Roofing Roofing Tiles Clay Dimensions L =18c/" W =10.5" W' thick nominal 3.25" high Length: varies Width: varies varying thickness L =6" D =0.125" L &h = 2" w = �2" 0.05" thick Test $neciflcations TAS 112 TAS 112 TAS 114 TAS 114 2.1 SUBMITTED EVIDENCE: Test Agencv Test Identifier 2397 -116 94-083 94-084 25- 7200 -1 Project No. 307025 Test #MDC 78 Celotex Corporation Testing MTS 520649 Product Description High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications with minimal headlap of 2-1/2" Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. • Tile clip L Shaped tile clip Test Name/Report Date ASTM C 1167 06/28/07 Static Uplift Testing April 1994 TAS 101 (Adhesive Set) Static Uplift Testing May 1994 TAS 101 (Mortar Set) Static Uplift Testing Feb. 1995 TAS 102 (Quick-Drive Screws, Battens) Wind Driven Rain TAS 100 Oct. 1994 TAS 102(A) May 2000 NOA No.: 07-0919.05 Expiration Date: 12/1012 Approval Date: 12/20/07 Page 2 of 7 Test Agency PRI Asphalt Technology, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier CLF-003-02 -01 7161 -03; Appendix III 7161-03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Name/Report TAS 102 TAS 102 Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Aerodynamic Multiplier 25 -7183 25-7094 25-7496 25 -7584 25-7804b-8 25- 7804 -4 & 5 25- 7848 -6 Date October 2001 Dec. 1991 Dec. 1991 Aug. 1994 July 1994 Sept 1993 March 1999 March 1995 February 1996 April 1996 December 1996 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped imderlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the imderlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications Minimum deck requirements shall be in compliance with applicable building code. 3. 7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 'Altusa One Piece S' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 3 of 7 Table 1: Average Weight (W) and Dimensions (1 x w) Tile Profile Weight- W'(Ibf) length -1 (ft) Width -w (ft) Altusa `S' Tile , 6.9 1.52 0.875 Tile Profile A1t.sa `Sr Tile Table 3: Restoring Moments due to Gravity - M (ft Ibf 3 ":12" 4 ":12° 5 °: 12 ° 6": 12° or ess Battens Direct Deck 4.47 5.35 Battens 4.40 Direct Deck 5.27 Battens 4.31 Direct Deck • 5.16 Battens 4.20 Direct Deck 5.03 7": 12° or greater Battens Direct Deck 4.08 4.89 Table 4: Attachment Resistance Expressed as a Moment - ak (ft Ibf) for Nail -On Systems Tile Profile Altusa 'S' Tile Altusa "S" Tile' Fastener Type 2 - 10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nail 28.6 5.1 2 - 10d Smooth or Screw Shank Nails 1 . #8 Screw 2 .#8 Screws 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nail (Save Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails Clip) 1. Screw must be 1 Screw with clip (at the water course of the) installed in the inside nail hole located nearest to the hump of the.tile. Direct Deck (Min 15/32" plywood) 6.9 28.7 58.2 23.1 2903 27.6 38.1 35.2 Direct Deck (Min. 19/32" plywood) 41.2 6.8 92 28.7 582 23.1 29.3 27.6 38.1 35.2 Battens 19.4 2.8 7.3 N/A 26.8 19.0 24.0 38.6 41.8 Aftusa "S" Tile 1 Screw with Altusa Clip (See clip details) • 1 Screw with clip (at the 187.1 187.1 head of tile) N/A NIA NOA No.: 07-0919.05 Expiration Date: 12(16/12 Approval Date 12/20/07 Page 4 of 7 Table 2: Aerodynamic Multi • tiers - A (ft Tile Profile A (ft Batten Application A 00 Direct Deck Application Altusa 'S' Tile 0.253 0274 Tile Profile A1t.sa `Sr Tile Table 3: Restoring Moments due to Gravity - M (ft Ibf 3 ":12" 4 ":12° 5 °: 12 ° 6": 12° or ess Battens Direct Deck 4.47 5.35 Battens 4.40 Direct Deck 5.27 Battens 4.31 Direct Deck • 5.16 Battens 4.20 Direct Deck 5.03 7": 12° or greater Battens Direct Deck 4.08 4.89 Table 4: Attachment Resistance Expressed as a Moment - ak (ft Ibf) for Nail -On Systems Tile Profile Altusa 'S' Tile Altusa "S" Tile' Fastener Type 2 - 10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nail 28.6 5.1 2 - 10d Smooth or Screw Shank Nails 1 . #8 Screw 2 .#8 Screws 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nail (Save Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails Clip) 1. Screw must be 1 Screw with clip (at the water course of the) installed in the inside nail hole located nearest to the hump of the.tile. Direct Deck (Min 15/32" plywood) 6.9 28.7 58.2 23.1 2903 27.6 38.1 35.2 Direct Deck (Min. 19/32" plywood) 41.2 6.8 92 28.7 582 23.1 29.3 27.6 38.1 35.2 Battens 19.4 2.8 7.3 N/A 26.8 19.0 24.0 38.6 41.8 Aftusa "S" Tile 1 Screw with Altusa Clip (See clip details) • 1 Screw with clip (at the 187.1 187.1 head of tile) N/A NIA NOA No.: 07-0919.05 Expiration Date: 12(16/12 Approval Date 12/20/07 Page 4 of 7 Tile Profile Table 6: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Application Minimum Attachment Resistance Altusa `S' Tile Adhesive 2 See manufactures component approval for installation requirements. 3 Flexible Products Company ToeBond Average weight per. patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. 29.3' Table 7: Attachment Resistance Expressed as a Moment - Mt (ft lbf) for Single Patty Adhesive Set Systems Tile Tile Application Til Profile Altusa 'S' Tile Minimum Attachment Resistance Polyfoam PolyProm. Polyfoam PolyProw 4 Large paddy placement of 83 grams of Po!yPioTM. 5 Medium paddy placement of 24 grams of P0IyPrOTM. 66.5` 38.7' Table 8: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Mortar Set Systems Tile Profile Altusa `S' Tile Tile Application Attachment Resistance Mortar Set' 24.50 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami Dade County Product Control Approved ". SIC SIC SIC AL7USA MADE IN VENEZUELA SIC �k SIC IDENTIFICATION MARK FOR ALTUSA 'S' CLAY ROOF TILE LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 07 -0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page5of7 PROFILE DRAWINGS ALTUSA `S' CLAY ROOF TILE CLIP DETAILS CLIP WITH ONE (1) SCREW ATTACHED TO DECK 'SPANISH S' TILE BY ALTIJS RYR) 2 -1/2° OVERLAP (COVERS PIN HOLE) SCREW IN THE INSIDE HOLE NEAREST TO THE HUMP OF THE TILE CLIP ECK NOA No.: 07 -0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 6 of 7 SCREW (HOLDS CLIP ONTO DECK) "SPANISH s° TILE BY ALTUSA (TrP.) CUP PLACEMENT DETAIL. CLIP DETAILS (CON'T) 2 112° OVERLAP (COVERS PIN HOLE) SCREW IN THE INSIDE NAIL HOLE NEAREST Tb THE HUMP OF THE TILE END OF THIS ACCEPTANCE DECK 1 1/4° 1 3/4 3/4° / NOA No.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page7of7 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES f Master Permit No. n1/ �/JD AWE No. Contractor's Name / E 6-eAai / cSn'c iti Job Address 2q0. 'vg. pi 4. ❑ Low Slope ❑ Asphaltic Shingles Low Slope Roof Area (SF) FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Perk Application Form. Sentinn A (General Infnrmatinn) ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof pReroofing ❑ Recovering ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) / eV° Sactinn R (Rnnf Plan) pi Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes NOGitS tic I" ❑ Repair ❑ Maintenance Total (SF) i Sketch Roof Pfan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. c/f2 7 rt Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer: Notice of Acceptance Number (NOA): Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): Maximum Design Wind Pressures, (From the NOA Specific system): 1 31 . 85 1 psf Fill in the specific roof assembly components. If a component Is not required, insert not applicable (n/a) In the text box. Roof Slope: DIN Roof Mean Height: "/12" 112 Method of Tile Attachment: ft. I -- Adhesive, Medium Paddy Polyfoam Polypro— Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: Hook Strip /Cleat gauge or weight: 07- 0508.05 P1: -45.1 -- Galvinized Metal -- Miami -Dade County Building Department Electronic Application Section D Sloped System Description Tile Roof System 1 DELTA GRES INC. 1 - -3" face 26 ga.-- P 2: I 1 -1/4 RS NAIL @ 4 "OC -- Select Hook Strip -- -78.6 P 3: -116.2 Deck Type: Basesheet Type: — 5/8" Plywood— Optional Insulation: NA Optional Nailable Substrate: NA Optional Nailable Substrate Attachment: INA Fastener Type for Basesheet Attachment: 11 RS NAIL 6 "OC LAP 12 "OC @FIELD 1 Tile Underlayment (Cap Sheet ) Type: 1ASTM 90# FELT Tile Underlayment Attachment Method: [HOT MOP ASPHALT TYPE IV Tile Profile: I SPANISH "S" P1: P2: P3: Section E 2 "Delivering Excellence Every Day" For Uplift based tile systems use Method 3. Compare the values for F with the values for Fr. If the F values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. 1 1 x 1: Design Pressure a'+ Roof Slope Tile Dimensions Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based the systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method Is acceptable. Description Mean Roof Height Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Required Moment Resistance I Minimum Attachment Resistance Required Uplift Resistance Average Tile Weight P1: P 2: P 3: k5.1 1 -78.6 -116.2 x w: x w; xw: Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form x A x � x ., Method 3 "Uplift Based Tile Calculations Per RAS 127" MIN Symbol H e Mg Mf Mr F' Fr W I = length w = width 0.228 0.228 0.228 'm1 10.28 17.92 26.49 =1 I - W: - W: =1 I - W: - Mg: - Mg: Mg: EDI 5.28 = Mr1: = Mr2: = Mr3: 1 5.00 1 12.64 21.21 5 131.85 I NOA Mf 4 7751 NOA Mf 131.85 1 xcos =Fr1 x cos 8: x cos 8: Fr3: Where to Obtain Information to complete tile calculations Where to Find Job Site Job Site Calculated Calculated NOA Mf Product Approval (NOA) Product Approval (NOA) Product Approval (NOA) Product Approval (NOA) Product Approval (NOA) Product Approval (NOA) 5 NOA F' NOA F' NOA F' P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. MIMI MADE - BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA Delta Gres, Inc. 1701 NW 110 Ave , Miami, Florida 33172 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 The documentation submitted has been reviewed by Miami -Dade County Product Control Division and by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where materials. the Authority Having Jurisdiction (AHJ). accepted re allowed by This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) have this product or material tested for quality assurance ontrol the accepted manner, the manufacturer will incur the expense of such testing purposes. If this product or material fails to perform in reserve the right to 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 pro and the AHJ may immediately material fails to meet the requirements of the applicable building code. d Product Control ivision that this product r This product is approved as described herein, and has been designed to comply with the Florida Buildin g C ode including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Delta Gres Spanish `S' LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted heein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has change in the applicable building code negatively affecting the performance of this product. been no TERMINATION of this NOA will occur after the expiration date or if there has been a revision 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 or change in the with any section of this NOA shall be cause for termination automatically terminate and removal of NOA. this NOA. Failure to comply ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and f the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it sh all be done in its entirety. followed by INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its di and shall be available for inspection at the job site at the request of the Building Official. strlbutors This renews NOA # 02- 0415.05 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 0508.05 Expiration Date: 05/23/12 Approval Date: 06/21/07 Page 1 of 4 Spanish "S" W 11.25" High profile, one-piece, "S" shaped, Min. 3/8" thick clay roof tile equipped with two nail holes. For direct deck adhesive set Trim Pieces applications. L = varies TAS 112 W = varies Accessory trim, clay roof pieces for use Varying thickness at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 2.1 EVIDENCE SUBMITTED: Te_stAgtrue Test Identifier Test Namegte ort Date IBA Consultants, Inc. #2581-1 Physical Properties 12/28/01 TAS 112 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roofing Tiles Material: Clay 1 • SCOPE This renews a roofing system using Delta Gres Spanish "S" Clay Roof Tile, as manufactured Delta Gres S.A. 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 Manufacturer Dimensions 1--- Test Product Specifications Desc_� r IBA Consultants, Inc. #2581 -2 Physical Properties 2/28/02 TAS 101 NOA No.: 07- 0508.05 Expiration Date: 05/23/12 Approval Date: 06/21/07 Page 2of4 4. INSTALLATION 4.1 Delta Gres Spanish "S" Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations Tile Profile Tile Profile Spanish "S" Tile Table 2: Restorin , Moments due to Gravi - M. ft-lb Direct Deck �® Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Table 3: Attachment Resistance Expressed as a M- Moment (ft-lbf) for Sin, le Pa Adhesive Set S stems Tile Application Tile Profile Minimum Attachment Resistance 1 Padd • Iacement of 114 • rams of Po • ro AH 160 TM` 5 . LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". DELTAGRES MADE IN COLOMBIA 6. BUILDING PERMIT REQUIREMENTS LABEL FOR DELTA GRES SPANISH "S" TILE (LOCATED ON THE TOP SIDE OF TILE) 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. NOA No.: 07- 0508.05 Expiration Date: 05/23/12 Approval Date: 06/21/07 Page 3 of 4 1 • PROFILE DRAWING DELTA GRES SPANISH "S" CLAY ROOF TILE END OF THIS ACCEPTANCE NOA No.: 07- 0508.05 Expiration Date: 05/23/12 Approval Date: 06/21/07 Page 4 of 4 M I A M 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® A11160 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 JF rge 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® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Polypro AH160 Foampro® RTF1000 ProPack'I 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 °F., 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 1194 -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® A11160 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. I F W 2 F= MS NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 3 of 7 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 24 N/A N/A Flat, Low, High Profiles #2 Flat, Low, High Profiles #3 8 INSTALLATION: 1. Polypro® A11160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro0D AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® A11160 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 he 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 (13). 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® 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® A11160 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: BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. Table 1: Adhesive Placement For Each Generic Tile Profile All Polyproll AH 160 containers shall comply with the Standard Conditions listed herein. 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 NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 Par Idy (between We) Paddy (under tile) Nail through plastic cement 1 •e 3 in.x 3 in. Single paddy on underlayment Eave cause 2In. X 7 in. medium size paddy eave Fascia ' course only 4 in Unt }�e'3in.x3in. Singh on 4 in PaddY under - iayment Single paddy under tile paddy on top of tile Eave Course Nail through plastic cement 3 in. Si"8b PAY I x 3 in. under file Single paddy on 2 in. 4 fir. under - layment paddy - on top of Single Paddy o n top of tile ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Ease Course Nail through plastic cement Single paddy under file Single paddy between the 2In. x 7 in. medium size paddy wave f� cause only Single paddy between tile Eave Closure 2 in. x 7 in. medium Fast size paddy eave 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 Fascia Weephola Eave closure Drip edge