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RF-11-1992Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 166339 Permit Number: RF -10 -11 -1992 Scheduled Inspection Date: November 08, 2011 Inspector: Bruhn, Norman Owner: CEPERO, ROBERTO Job Address: 50 NE 91 Street Miami Shores, FL 33138- Project: <NONE> Contractor: C&G PROFESSIONAL CONSTRACTORS INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Repair Roof Phone Number Parcel Number 1131010200030 Phone: (305)527 -0581 Build"i"ng Department Comments TILE, FASCIA REPAIR ABOVE FRONT DOOR ONLY Passed����� 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- 165920. NOT READY. JR November 07, 2011 For Inspections please call: (305)762 -4949 Page 9 of 14 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1 1 X1 INSPECTION'S PHONE NUMBER: (305) 762.4949 B ING Permit No.RP f 1°19 2-- PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BU LDING ROOF, ING ;;77 OWNER: Name (Fee Simple Titleholder): 0iLer k (1,724,r0 Address: City: ' * `'7' c / glQv11/ 314 n'e6 Phone#: 776 ° 3( Tenant/Lessee Name: N fA Email: State: re_ Zip: 33137 Phone#: N /,A JOB ADDRESS: 675 A/E 9/ '/- City: Miami Shores County: Miami Dade Zip: ,43J37 Folio /Parcel #: lI —, POI- - 0 aCi-B©3O Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: ° Csi Pi 0444; (m4 /Cd426 Phone#: .565 ° 7 ' ®Se7 Address: City: / ,9 a/f&J 00 rdeki State: re Zip: 33 61 r Qualifier Name: -7 i [ � Z■#}/t ,Ly . 4TV1 - Phone#: 30S ° Sal' 6Ser State Certification or Registration #: 000 /j eN 3 Certificate of Competency #: N/A Contact Phone#: - . . 3 DS `s-a7- -D /Email Address: C 6i 00 Arr- ?one x.-roc ? /mL . coo Phone#: 4/4 DESIGNER: Architect/Engineer: x/n- Value of Work for this Permit: $ �56 • "$ Square/Linear Footage of Work: '20 5Q - Type of Work: DAddition DAlteration Description of Work: ONew eat epair/Replace b ODemolition * & * * & * * * * * * ** * * * * ** ,s * * * * * * * * * * * * * *** Fees * *** *** * * ** s sus ***s *m **v * ***+a *e * * ****** * ** Submittal Fee $ Permit Fee $ /CV °`' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 0 ' 1 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. 1 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. 1 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: 1 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 inspectio ich occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not b roved and a rei . n fee will be charged. Signature The fo day o Owner or Agent (Ali I ,by if - this h• , , day of me or who has produced 'ark entification and who did take an oath. / Signature The for 0 1S , by to me or who has produced ntification and who did take an oath. NOT Sign: Print: PUBLIC: My Commission Expires: APPROVED BY G�PJ Jo``° .\yes �F °‘\ y �.1 Goce oo44 Sign: Print: My Commis ,/6-12/1/ Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 / Re: Owner's Name: XQL,r/D eziatifo Property Address: 5`D At 91 .5j Roofing Permit Number: Dear Building Official: 1 T o bef 4o iI ef:ho f a 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 than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was construe in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994;d' lon of the • th Florida Building Code (1994 SFBC) Date: /©//e // — Signature State of Florida County of Dade The undersigned, being the first duly sworn, Sworn to and subscribed before me this Notary Public, Sate of Florida at Large de :pterIn (172ef 0 Print Name ses and says that he/ e day of t .nth= owne for th above property mentioned. itat /i4 j`.', CLAUDIA V. CUBILLOS Notary Public - State of Florida 0 i ; ; y : • My Comm. Expires Sep 23, 2015 V4 'i ePc Commission # EE 128810 gor>f me : I' National Notary Assn • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than x,000.00, and the buildng 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. Revised on 512112009 Property Information Report http://gisims2.miantidade.gov/myhome/proptext_printasp?folio=11310... M y Home Property Information Report Summary Details: Folio No.: i i -310 i -020-N.-A. Property. 50 NE 91 ST Mairing Address: ROBERTO CEPERO BABEL D RODOLI 50 NE 91 ST MIAMI SHORES FL 33138- Pioperty infornsdlon: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 1212 Floors: YES 5151,953 Living Unks: —4233;045- 1 Adj Sq Footage: $50,000/$183,045 1,918 Lot Size: 5233,281 10,125 SQ FT Year Built: 1950 Legal Description: EL PORTAL SEC 3 PB 9-148 LOT 6 & W112 OF 5 BLK 9 LOT SIZE 75.000 X 135 OR 16130,3570 1193 1 COC 25412-0384 02 2007 6 OR 27587-02141010 11 Assessment information: Ex ion Information: Year: 2011 2010 Land Value: _ $81,328 $81,328 Building Value: YES 5151,953 County: —4233;045- $233,281 Market Value: $50,000/$183,045 Assessed Wlue: $233,045 5233,281 Ex ion Information: Year: 2011 2010 , I Nrcnv?.-ad $25,000 &O .`"'Id f-Ipm,,Dstea -I. YES NO Taxable Value Information: Year: 2011 2010 Taxing Authorky: Applied Exemption/ Taxable Ullue: Apprred Exemption/ Taxable Value: Regional: $50,000/$183,045 $04233,281 County: $50,003/$183,045 $04233,281 Cky: $50,000/$183,045 $01$233,281 School Board: 525,00015208045 $01$233,281 Sale Information: Sale Date: 10/2010 Sale Amount $0 Sale 0/R: ;7587 ic71.1 . Sales Qualification Description . Corrective deed, quit claim deed, or tax deed; Deed bearing Florida Documentary Stamp at the minimum rate prescribed under Chapter 201, F.S.; Transfer of ownership where no doc stamps were paid; or, Transfer of ownership by other than a deed such as a final judgement or court order. iCkk here P61-0 ISticiaNMEWM This report was created on 10/25/2011 9:24:50 PM for reference purposes only. Web Site © 2002 Miami-Dade County. All rights reserved. 1 of 1 10/25/2011 9:24 PM ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Mihmi Shores Vi�lage APPROVED BY DATE (ZONING DEPT Florida Building Code Edits 22L Y DEPT igh- Velocity Hurricane Zone Uniform Permit lication Form. n i,II -CT TO COMPLIANCE WITH ALL FEDERAL Section A (Ge..nere" !I Inform tian) AND CC)(;NI TY RULES AND REGULATIONS qf/J /‚c2l1( Master Permit No. /� ei Process No. Contractor's Name 0 ?C7 ?J .55;a 4e1 O / nA-t raC_ / DCS -7:14C-' Job Address Sa /VJ q1 c51L ❑ Low Slope ❑ Asphaltic Shingles ❑ Mechanically Fastened Tile ortar /Adhesive Set Tile ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof ❑ Reroofing 0 Recovering 0413epair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) p_ o Total (SF) Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. ■■■■■■■■■■■■■■■■■■■■■■■■■ ■M■ ■■■■■ ■■■imm■ ■■ ■ ■M■ ■ ■■ ■M M//mm! fhb ■ ■■ ■■ i ■ ■ ■■ i iii■ ■■ ■■11M 1 ■ . MIME 1•1111111•1111%111141111 ■ ■ ■■■ ■ ■ ■■ ■ ■ ■N i ■_ ■ ■ ■ ■. 11_. ■■ ■N■ ■■■■■■■■ui■ 11111111111•111 ■■■■■ ■■ ■Mugu ■s\ ■ ■■ ■■ ZA ;i ■ MINIM ■■■M iii■ II ■\ 111•111111111111111111111 ■IN■■ N ■1■ ■■i ■I■li ■ ■■11■■■ ■■ ■■ •■■ ■IIN■ ■N■■■ ■M■■■■ M■N ■■'MIN ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ •■■ ■ ■ ■ ■■' NMI ■11111 ■ ■ ■ ■ ■IN ■ ■ ■NN■ FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill in specl roof assembly components and identify nufacturer (If a componen s not used, identify as "NA ") System Manufactur : Product Approval No.: Design Wind Pressures, Fr • RAS 128 or Calculations: Pmax1: Pmax2: Pmax3: Max. Design Pressure, from the s . - ific Product Approval system: Deck: Type: Surfacing: Fastener Spacing for Anchor : - se Sheet Attachment: Field: " oc @ Lap, # R • , " oc Perimeter: " oc @ : p, # Rows _ @ " oc Comer: " oc @ • p, # Rows @ " oc Number of Fast- ers Per Insulation Board: Field Perimeter Comer Illustra . Components Noted and Details as Appli r- Ie: W . • ocking, Gutter, Edge Termination, Stripping, Flashing, Co uous Cleat, Cant Strip, Base Flashing, Counter - Fla . ing, Coping, Etc. I irate: Mean Roof Height, Parapet Height, Height of Base ashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Gauge/Thickness: Slope: Anchor/Base Sheet & No. of PIy(s): AnchorlBase Sheet Fastener /Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Materi Top Insulation Layer: Top Insulation Size and Thickn Top Insulation Fastener/Bon . g Material: Base Sheet(s) & No. of P (s): Base Sheet Fastener : • nding Material: Parapet Height Mean Roof Height Ply Sheet(s) & N of Piy(s): Ply Sheet Fa nerBonding Material: Top Ply: Top PI FastenerlBonding Material: FLORIDA BUILDING CODE — BUILDING 3x3" a 1Lv ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section D (Stepp Sloped Roof System) Roof System Manufacturer: Oth/ Notice of Acceptance Number: 61 -071. QS Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations) P1: s4S� / P2: — ii,6 P3: — 116,2 Maximum Design Pressure (From the Product Approval Specific System): , 3g,-1 Agelitkiii Roof Slope: 12 Steep Sloped Roof System Description Deck Type: /?" 10046 £ecd! Type Underlayment: Ridge Ventilation? Insulation: Al /4 Fire Barrier: Mean Roof Height: /3 1' Fastener Type & Spacing: ii oC� I�� �� �� • der/ ..�'� P �� � �� I eld #1 ASP altf *10 Tie japitid-- Adhesive Type: Type Cap Sheet: Roof Covering: X 5'9 $ /a4/54, 5 Type & Size Drip Edge: 9-6(79hbv /7/ its "4._)C- FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High-Velocity Hurricane Zone Uniform Permit Application Form. Sactinn F (idle Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for 1101,. with the values from Mf. If the M(values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Meth 1 "Moment Based�Trle Calculations Per RAS 127" (p,:-45-1x209914=-0.34.) -Mg: 5 °33 =1A-711;71 7e7i Product Approval Mf 37.' (p.;327.49 x2.Aa-p = al•Sq) -Mg: .35 =M2 3Lpogq Product Approval Mf 3e. 7 y 4:lIb.2x?�.a�TY -za )- Mg:5' /) =Myj 33,fq Ptod.rct Approval Mf Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mr r-. wired Moment Resistance* Mean Roof Height -, Roof Slope ,, 16' 20' 25' 30' 40' *Must be used in conjunction with a list of moment based tile systems endorsed by the Bmward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F with the values for Fe If the F'values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (P1: x L = x w: = __) - W: x cos 0 = Fri Product Approval F' (P2: x L = x w: _ _) - W: x cos 0 = Fr2 Product Approval F' (P3: x L = x w: = W: x cos 0 = F� Product Approval 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 basal on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier A. Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance M8 Calculated Minimum Attachment Resistance F, Product Approval Rewired Uplift Resistance Fr Calculated Average Tile Weight W Product Approval. The Dimensions L = length W =width Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE — BUILDING SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contract r. The owner's initial in the designated space indicates that the item has been explained. the workmanshi provisions of Section R4402 are for the purpose of 1. Aesthetics-Workmanship: workmanship P 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._Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring uni s (i.e., townhouses, condominiums, etc.) In buildings with commgkn roofs, the roofing contractor and/or over should notify the occupants of adjacent units of roofing to be performed. 4. / Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be 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. This provides the option of maintaining the appearance. 5. rQ °= Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the fife expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. ___Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not 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 accor ante with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: M • : roof structures should have some ability to vent natural airflow through the interior of he structure embly (the building itself). The existing amount of attic ventilation shall not be red may be b -ficial to consider additional venting which can result in e ='ng the service life of the r /Age is Signature Pate Revised on 7/9/2009 LD Contrac:r Signature ' Date M I A M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 Clay Forever, LLC 6801 NW 77th 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 The 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 1Vliami 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. 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: Roofmg Roofing Tiles Clay 1. SCOPE This renews roofmg 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 Dimensions L = 18'A" W = 10.5" 1/2" thick nominal 3.25" high Length: varies Width: varies varying thickness L = 6" D = 0.125" L&h =2" W =y2" 0.05" thick 2.1 SUBMITTED EVIDENCE: Test Agency 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. Celotex Corporation Testing Test Specifications TAS 112 TAS 112 TAS 114 TAS 114 Test Identifier 2397 -116 94-083 94-084 25- 7200 -1 Project No. 307025 Test #MDC -78 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-Y2" 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 l)►a� 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 ' Oct. 1994 TAS 100 TAS 102(A) May 2000 NOA No.: 07 -0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 2of7 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. 3. LIMITATIONS Test Identifier CLF- 003 -02 -01 7161-03; Appendix III 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 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 Aerynamic 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 3.1 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. 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: 12120/07 Page 3 of 7 Table 1: Average Weight (W) and DiMensions (I x w Tile Profile Weight- W'(Ibf) Length -I (ft) Width -w (ft) Altusa `S' Tile 6.9 1.52 0.875 Table 4: Attachment Resistance Table 3: 3 ": 12" or less Table 2: Aerodynamic Multipliers - 20. (ft3) due to Grimily 5": 12" Tile Profile 7 ": 12" or greater A (ft) Batten • • lication X (ft3) Direct Deck , • • iication Altusa 'S' Tile Direct Deck Battens 0.253 0.274 Table 4: Attachment Resistance Table 3: 3 ": 12" or less Restoring Moments 4": 12" due to Grimily 5": 12" - M. (ft-lbf 6 ": 12" 7 ": 12" or greater Tile Profile Altusa 'S' Tlie Battens Direct Deck Battens Direct Deck Battens Direct- Deck, Battens Direct Deck Battens Direct Deck 4.47 5.35 4.40 527 4.31 5.16 4.20 5.03 4.08 4.89 Table 4: Attachment Resistance Expressed for Nail -On Systems Direct Deck (Min 15/32" plywood) as a Moment - Mf (ft -Ibf) Direct Deck (Min. 19/32" plywood) Battens Tile Profile Fastener Type Altusa `S' Tile 2 -10d Ring Shank Nails 28.6 412 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 28.7 28.7 N/A 2 . #8 Screws 58.2 58.2 26.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 293 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Feld Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 1 Screw with Altusa Clip (See c Ip details) Altusa "S" Tile' 1 Screw with clip (at the head of tile) 187.1 187.1 N/A Altusa "S" Tile' 1 Screw with clip (at the water course of tile) 35.2 352 N/A 1. Screw must be installed in the inside nail hole located nearest to the hump of the file. NOA No.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 4 of 7 Table 6: Attachment Resistance Expressed as a Moment M1 (ft-lbf) for Two Patty Adhesive Set Systems Tile Application ire Profile Altura 'S' Tile Minimum Attachment Adhesive 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TrleBond Average weight per patty 10.7 grams. Polyfoam Product, inc. Average weight per patty 8 grams. Resistance 29.33 Table 8: Attachment Resistance Expressed as a Moment - Mr (ft-ibf) for Mortar Set Systems Tile Profile Altusa 'S' The Tile Application Mortar Set' Attachment Resistance 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". * * * ALTUSA MADE IN VENEZUELA 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 Page 5 of 7 Table 7: Attachment Resistance Expressed as a Moment - M1 (ft Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Altusa 'S' Tile Polyfoam P0IyPrOTM 66.54 Polyfoam PoIyProTM 38.7' 4 Large paddy placement of 63 grams of PolyProTM. 5 Medium paddy placement of 24 grams of PolyProm'. Table 8: Attachment Resistance Expressed as a Moment - Mr (ft-ibf) for Mortar Set Systems Tile Profile Altusa 'S' The Tile Application Mortar Set' Attachment Resistance 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". * * * ALTUSA MADE IN VENEZUELA 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 Page 5 of 7 PROFILE DRAWINGS ALTUSA `S' CLAY ROOF TILE CLIP DETAILS 'SPANISH S° TILE BY ALTUS c') 2 -1/2° OVERLAP (COVERS PIN HOLE) SCREW IN THE INSIDE HOLE NEAREST TO THE HUMP OF THEME CLIP WITH ONE (1) SCREW ATTACHED TO DECK CLIP 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 (TYP.) CLIP DETAILS (CON'T) 21P2° OVERLAP (COVERS PIN HOLE) SCREW IN THE INSIDE NAIL HOLE NEAREST TO THE HUMP OF THE TILE CLIP PLACEMENT DETAIL DECK • 1 1147 1 W4° 314° • • / END OF THIS ACCEPTANCE NOA No.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 7 of 7 MIAMI COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Strom Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.aoldbuildina/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOM 06- 0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. �i+llilviS•T,�•]4 .(.iUJ Ii IAPPROVED NOA No.: 11- 0124.04 Expiration Date: 05 /10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof file adhesive Materials: Polyurethane SCOPE: This approves Polypro® A11160 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 Iles 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 ID AH160 Foampro® RTF1000 ProPack® 30 & 100 Dimensions Test Specifications N/A TAS 101 N/A N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.61bsfft.3 18 PS1 Parallel to rise 12 PS1 Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs.iFt2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change ®158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08194 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 I08 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® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro their tile assemblies shall test in accordance with TAS 101. AH160 roof tile adhesive with 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. (--F) _W 2 F°— MS NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04 /14/11 Page 3 of 7 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 Polypro ? AH160. 2. Polypro @ AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polyproal AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof the adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro+.♦ AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® 60 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 n AH160 has been dispensed. 9. Polypro ! AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. gams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34/pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 5of7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall Waugh piastre cement Undedayasert Paddy (BeneuthTl o) Eno Cone Fascia Weephole Ease creme Qdp NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04 /14/11 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Single paddy on underlayment END OF THIS ACCEPTANCE NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7