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RF-13-2786Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 214052 Permit Number: RF -12 -13 -2786 Scheduled Inspection Date: June 16, 2014 Inspector: Naranjo, Ismael Owner: NORA LANGE, KENNETH LANGE Job Address: 70 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: AG STAR CONSTRUCTION INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile/Flat Phone Number Parcel Number 1132060130620 Phone: (305)457 -9970 Building Department Comments RE- ROOF FLAT AND TILE Infractio Passed Comments INSPECTOR COMMENTS False 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 - 204411. NEED TO PROVIDE OVERFLOWS AS REQUIRED BY CODE. I.N 06 -12 -14 Need to provide overflows as required by code. (2;0474. --r June 13, 2014 For Inspections please call: (305)762 -4949 Page 23 of 32 RE: Permit # `Z"'I� ilia. Q442.943444/r...— Miami Shores Village Building Department INSPECTION AFFIDAVIT (Print name and circle License Type) License #: c C 13/1002? On or about 1L//7 i (Date & time) Secondary water barrier work at (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) 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: C je/ 0 i licensed as a (n) ntract r / Engineer / Architect, FS 468 Building Inspector , I did personally inspect the roof deck nailing and State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of vs 1-4 `� Notary Public, Sate of Florida at Large bB9LZt 44 sr uolsslwwo3 Il epliold o NMS • 3114nd AetoN * C Z3167606 13JNVIMVW °•.;, *General, Building, Residential, or Roofing Contractors or any in .and «. permit # and address # clearly shown marked on the deck for each inspection Revised on 5/21/2009 e. un on. Include photographs of MAR'ANGEL G Public - State o Ftortaa Comm. Expires May 29, 2018 C- mmission #► FF 127634 oh plan • ACB2 Engineering Inc. Testing & Engineering Service Certificate of Authorization # 8131 Tel: 954.245.8976; Fax: 954.301.7776 5230 NE 18 Avenue, Fort Lauderdale, Fl 33334 Roof Tile Uplift Test Report Attention: Miami Shores Village, Building Department 10050 NE 2nd Ave, Miami Shores, FL 33138 Test Date: 06/9/2014 Permit #: RF -12 -13 -2786 Property Address: Langg Residence 70 NE 96 Street, Miami Shores Fl Roof Pitch: Type of Tile: Roof Area: 5 in 12 Arteza noS Roof Tile 9.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive -Poly Pro AH 160 Field Instrument : Client: A G Star Construction Test Location IMADA Force Gauge 0 -100 Serial number: 243454 Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: 4.00 sq 4 As per FBC 2010 Passed Field Area: 5 00 sq 5 As per FBC 2010 Passed No. of Corner: 13 13 As per FBC 2010 Passed Ridge Areas: 50 pcs 4 As per FBC 2010 Passed Important: These laboratory results can change due to future weather impacts and /or unavoidable roof traffic. Therefore, this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Cordially, ACB2(Eng Inc. (NOA 09- 1005.01) Antonio Acevedo, PE Fla. Reg.! No: 36466 6/'9 /219iti ACB2 Engineering Inc. Engineering and Laboratory Services 5230 NE 18th Avenue Fort Lauderdale, Florida 33334 Phone: (954) 245 -8976 Fax: (954) 301 -7776 1 LT_ 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 BUILDING PERMIT APPLICATION Permit Type: BUILDING '10 a16 q to t7 JOB ADDRESS: City: Miami Shores County: Folio/Parcel #: /1 (P ) �� �j () Is the Building Historically Designated FBC 20 ROOFING Miami Dade zip:33 / 3 7 NO Flood Zone: %v OWNER: Name (Fee Simple Titleholder): OKA A LA M 6E, Phone#: 3CS 7 51'5c1 Address: 70 Mg 9L cTRE ET City: iftfIrt I S State: F 1.O kI A1, zip: 35133 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Comp. y Name: {l 74%�., luC� Phone #; �LCJ '7 r7 w Address: 1 2 ! � s City: rJ V!' 1 State: Qualifier Name: ' r f24 �7 <�i 1 C& net ,i.' Phone#: State Certification or Registration #: 0-U /4) 1 0 ) Zil Certificate of e Contact Phone #: Email Address: • Zip 3 t DESIGNER: Architect/Engineer: Value of Work for this Permit: $ $' 0 V Square/Linear Footage of WorklN � UI 5lsl' Type of Work: OAddition Alteration ONew *Repair/Replace ODemolition Description of Work: r ®o F ' (,C_-., 1-e--- Color thru tile: k) 1=J-4■ 0 jvjvii SHORES VIUAGE .******** : ******.x ****.x**** **********era:* Fees + *****.x**********ZoG Hvew a71devas, 7" I' Submittal Fee $�d °C) CCF $ before final in�,' n antibond can-be DBPR $ loproVed for retail work Technology Fee 1110 f1P r`rlimnIetail ScanningFee $ Notary $ Double Fee $ o Y1 L V e3Q.J((/dunk he ctssyi , Rub 4,hm Permit Fee $ Radon Fee $ Training/Education Fee $ 'iW,lty!i Structural Review $ r�I Ve,tA IZhdal TOTAL FEE NOW DUE $ 11 *- (fALQ o CQ hnw- aofr4 i\kci Bonding Company's Name (if applicable) Bonding `Coihpany's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFlUAVIT: 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 reinspection fee will be charged. ,ors Signature 140A4, a , Owner or Agent The foregoing instrument was ail nowledge�i before me this L 1 The fore ;oing instrument was acknow Al dged byt y m� t j] day known tome or who has produce own to me or who has produced As islentifieation,and who did take an oath. as identification and who did take an oath. NOTARYPI BLIC: Sign: Print: My Commis ry 'u. is - a e o Florida My Comm. Expires May 24, 2014 Commission # DD 995253 * * * * * * * * ****** * * * * * * ** APPROVED BY * * * * * * * * * * * * * * * * * * * * * * * * * * *, ***** * * * * * * * * *** * * * * * * * * * * * * * * * * * * ** *%ail Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk I Property Information Map A LOS MIEMBROS DE LA DIRECCION NACIOnlayDliCIMOVIMIENTO REVOLUCIONARIO 30 DE NOVIEMBRE FRANK PAIS Miami -Dade County, Florida Por este medio estoy presentando mi renuncia irrevocable a todos los cargos que ostereAMHDADE Page 1 of 1 nhtaX11)l11aALim rg1J V' lemas Properrtytedistrtenten Map Aerial Photography - 2012 0 115 ft This map was created on 12/12/2013 11:51:58 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Details: Folio No.: 11 -3206- 013-0620 Property: 70 NE 96 ST Mailing Address: KENNETH LANGE &W NORA 70 NE 98 ST MIAMI SHORES FL 33138 -2724 Information: Primary Zone: 1100 SGL FAMILY - 2301 -2500 SQ CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 2 Living Units: 1 Ad] Se Footage: 1,850 Lot Size: 14,300 SQ FT Year Built: 1927 Legal Description: MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 3 & 4 BLK 5 LOT SIZE 100.000 X 143 OR 12422 - 384 08841 OR 12422 -0364 0884 00 essment Information: Exem Lion Information: $25 000 axabie Value Information: Year 2013 Land Value: IN ._111i— ! Buildins Value: «"iiiiF$ailill arket Value: u"nrl� 77"1171. $133 559 Exem Lion Information: $25 000 axabie Value Information: Year 2013 Taxing Authority: Applied � a Value: Regional: $50,000/$83,559 County: $50,000/$83,559 City: $50,000/$83,559 School Board: $25,000/$108,559 Sale Information: = e Date: 41984 ale Amount 200,000 .: a O/R: EIEZIZIIMI ales Qualification Descri • tion: - ales which are qualified http:// gisims2 .miamidade.gov /myhome /printmap. asp? mapurl= http: / /gisims2.miamidade.g... 12/12/2013 Property Information Map A LOS MIEMBROS DE LA DIRECCION NACIONMy0H.ome1MIENTO REVOLUCIONARIO 30 DE NOVIEMBRE FRANK PAIS Miami -Dade County, Florida Por este medio estoy presentando mi renuncia irrevocable a todos los cargos que oste lemas Propiolferdebniatlion Map Page 1 of 1 Aerial Photography - 2012 0 otn= 115 ft This map was created on 12/12/2013 11:51:58 AM for reference purposes only. Web Site ® 2002 Miami -Dade County. All rights reserved. Summary Details: Folio No.: 11- 3206 - 013 -0620 Property: 70 NE 96 ST Mailing Address: KENNETH LANGE &W NORA 70 NE 96 ST MIAMI SHORES FL 33138 -2724 Property Information: Primary Zone: 1100 SGL FAMILY - 2301 -2500 SQ LUC: 0001 RESIDENTIAL - SINGLE FAMILY s/Baths: 3/2 Floors: 2 Living Units: 1 dj Sq Footage: 1,850 Lot Size: 14,300 SO FT ear Built: 1927 Legal scription: MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 3 & 4 BLK 5 LOT SIZE 100.000 X 143 OR 12422 -3 1 OR 12422 -0364 0 Assessment Information: Year: 2013 Land Value: $185,405 Building Value: $115,742 Market Value: $301,147 Assessed Value: $133,559 Exemption Information: $25 000 YES Taxable Value Information: Year: 2013 Taxing Authority: A T laxab a Value: Regional: $50,000/$83,559 County: $50 000/$83,559 $50,000/$83,559 City: School Board: $25,000/$108,559 Sale Information: +ale Date: .11984 > u • _7.1111,200,000 le 0/R: g , ties ualHication Descri • tion: les which are qualified t =. A..i,. t ._. ..... http: / /gisims2.miamidade.gov /myhome /printmap.asp7 mapurl = http: / /gisims2.miamidade.g... 12/12/2013 HIGH- VELOCITY HURRICANE ZONES Section A (General Information) Master Permit No. (3)-- Cr�c. : : Contracto (Le r's Nae i� C __ 0 Job Address tiO 06 C71 lo I Low Slope Asphaltic Shingles ❑ New Roof ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 'ISO ROOF TYPE 1 r 9 9J J rr n 00 ortar/Adhtesiv@6S Wood Shih&ies/ z , 1 m eroofing ❑ Recovering ❑ Repair Er Mont _D C; ^ 'n m C Steep.Sloped Roof Area (SF) Total (SFT &,t Low Slope Roof Area (SF) Vd° ROOF SYSTEM INFORMATION 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. O N 0 m 0 -t 0) 9n1n CI nom* aim min none . nCe,.nr.rr,.. Histi-viuknov HIE Zoos Florida Building Code Ifgh Velocity Huainan Zone Uniform Section C ILow FM M Specific Roof Assembly Components and Identify Manufacturer (If a is not used, t as 'NM Design Wind , From RAS 1 or Cam: P1: L'+ P2 11/ P3 14,° `° Max. Design Pressure. From the Specie NOA System Dads,( � & o o Type: Gaugellhickness: 5-Are Anchor/Base Sheet & No. of Ply(s): An ho Base Sheet F� Insulation Base Layer: Base Insulation Size and Thidutess: Base Insulation FasfenerlBo�ng Materlak Top Insulation Layer: Top Insulation Size and Thy: Top Insulation Fa Base Sheet(s) & No. of P y(s) t Drag- Mr% hrtnerter Ply Sheet(s) & No. of Ply(s): PI Top Ply: 5� f Top P F ..., y Surfacing: ,�1 Edition 2010 Permit Application Fans. 1 Slope Application) Fastener Spacing for AnchoriBase Sheet Attachment FIB lcce Lap, SRowa • Perimeter: ' ' oc ® tap. rl: Rows Comer. Lap. Raves Number o Fasteners Per Insulation Board Field Ilia Deter Wood Edge Termination, &TWIT , Cleat, Cant Strip, Flashing, Counter- Flashing, Coping, Etc nit : Mean .Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Sparing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. ted and i HIGH- VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: A4e-zi» 01 Product Approval Number: 0 0 (17,,--z-.-10 Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: .53. `t P2: € ( li.-3- P3: �� (� 7 Maximum Design Pressure Product Approval Specific System: Method of tile attachment: PO /' 9)a c_T Steep Sloped Roof System Description Deck Type: • r &top ype Underl i yment. is / A ` Insulation: Fire Barrie Ridge Venti ation7 0 " Fastener Type & Spacing: J dhesive Type: Ri f ype Cap Sheet: I oof Covering: 1 I Warl� C�Css Type & Size Drip dge: I iy7 if Mean Roof Height: ?_ 2010 FLORIDA BUILDING CODE — RESIDENTIAL 1 pr-fe4- J HIGH - VELOCITY HURRICANE ZONES i Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mr with the values from M. If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. ment Base Tile Cal ) - M� �` =Mrt Ma s M, < M,r - Mr3 ns Per RAS 127" Product Approval Mr Product Approval Mr Product Approval M, Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,.) From Table Below Product Approval Mr Mr Required Moment Resistance* Mean Roof Height --O► Roof Slope { 15' 20' 25' 30' 40' 2:12 34.4 30.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 • 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the F, values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (PI :xl:_= x w:_ )- W:x cos B.• = F,.1: (PZ= w := )- W :x.cos8.•�= Fn: - (P3:_x1:_= x w:) -W: acos B.• = F,3: Where to Obtain Information Description Symbol Where to find Design Pressure Pl or P2 or P3 MS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 • Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier b ' Product Approval RestoringMornient due to Gravity 14, ProductApproval Attachment Resistance Mt Product Approval Required Moment Resistance Mt Calculated Minimum Attachment Resistance F' ProductApproval Requited Uplift Resistance F, Calculated Average Tile Weight. W Product Approval Tile Dimensions 1= length w= width Product Approval All calculations must be submitted to the Building Official at the time of permit application. AA OA MIAMI•DADE 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 Artezanos, Inc. 9455 SW 78th Street Miami, FL 33173 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Artezanos World Class 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 NOA # 08- 0617.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No 09- 0422.05 Expiration Date: 05/14/14 Approval Date: 06/03/09 Page lof 11 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Clay 1. SCOPE This approves a roofing system using "World Class Two Piece Handmade Tapered Mission Barrel Roofing Tile" Clay Roof Tile, as manufactured by Artezanos, Inc. described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Test Manufactured by Dimensions Specifications Applicant 2 Piece Handmade 1 =18" ASTM C 1167 Tapered Mission w = 8" Barrel Tile ' /z" thick Product Description High profile, two piece, barrel, clay roof tile. For direct deck adhesive or mortar set applications. Italian Pan Tile 1= 19.4" ASTM C 1167 Flat pan clay tile to be used in w = 10" conjuction with Handmade Tapered IA" thick Mission Barrel Tile as the cap. For direct deck adhesive or mortar set applications. Steel Pan I = 21"- 84" TAS 110 Kynar or Hylar coated steel pan tile to w = 7.5" be used in conjuction with Handmade .0179" thick Tapered Mission Barrel Tile as the (26 ga) cap. For direct deck adhesive set applications. Aluminum Pan Trim Pieces 1= 21 " -84" w = 7.5" .025" thick (22 ga.) 1= varies w = varies varying thickness TAS 110 ASTM C 1167 Aluminum pan tile (with optional coating of Kynar or Hylar) to be used in conjuction with Handmade Tapered Mission Barrel Tile as the cap. For direct deck adhesive set applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. NOA No 09- 0422.05 Expiration Date: 05/14/14 Approval Date: 06 /03/09 Page 2of 11 2.1. EVIDENCE SUBMITTED Test Assns, Test Identifier, Testwell Craig Laboratories Lab #ABM -4 & Consultants, Inc. IBA Consultants Inc. Walker Engineering Southwest Research Institute American Test Lab of South Florida American Test Lab of South Florida Lab #ABM20 Lab #ABM -1 2352 -39 2352 -47 2352 -38 2352 -64 2352 -53 2352 -59 01.13537.01.310 RT0505.02 -09 RT0505.01-09 Test Name/R.eport Date Static Uplift Testing Jan 1995 PA 101 (Mortar Set) Static Uplift Testing Nov 1995 PA 101 (Adhesive Set) Physical Properties 2003 ASTM C 1167 Physical Properties Nov. 2005 ASTM C 1167 Physical Properties June 2006 ASTM C 1167 Static Uplift Testing Dec. 2005 TAS 101 (Adhesive Set) Static Uplift Testing May 2008 TAS 101 (Mortar Set) Static Uplift Testing April 2008 TAS 101 (Adhesive Set with Steel Pan) Static Uplift Testing April 2008 TAS 101 (Adhesive Set with Aluminum Pan) Thermal Expansion of Steel, Concrete and Clay Components ASTM E -108 April 2008 ASTM C 1167 May 2009 ASTM C 1167 May 2009 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 in accordance with RAS 106 may required, refer to applicable building code. 33 Applicant shall retain the services of a Miami Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1, 43, 4.5 and 4.7 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 When using Steel or Aluminum Pan tile, panels must be clean to ensure proper adhesion. NOA No 09- 0422.05 Expiration Date: 05/14/14 Approval Date: 06/03/09 Page 3of 11 4. INSTALLATION System Al — Handmade Barrel Tile (Two-Piece Cap and Pan) 4.1. "World Class Two Piece Handmnde Tapered Mission Roofing Tile" and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. 4.2. Data for Attachment Calculations Table 1: Average Weight (W) and Dimensions 1 x w) Tile Profile Weight W (Ibf) Length -1(feet) Width - w (feet) Two Piece Handmade Tapered Mission Tile 5.8 1.42 0.58 Table 2: Aerodynamic Multipliers - A, (ft3) Tile Profile X (ft) Direct Deck Application Two Piece Handmade Tapered Mission Tile 0.22 Table 3: Restoring Moments due to Gravity - Ma (ft -lbf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5":12" 6":12" 7":12" Two Piece Handmade Tapered Mission Tile 3.9 3.8 3.7 3.8 3.5 3.4 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar or Adhesive Set. Systems Tile Profile Tile Application Attachment Resistance Two Piece Handmade Tapered Mission Tile Adhesive Set 111.4' 1. Place 42 grams per pan and 21 grams per cap (on each side) of PolyProw. Table 5: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Mortar Set Systems _ Tile Profile Tile Application Attachment Resistance Two Piece Handmade Tapered Mission Tile Mortar Set 57.42 2. Quickc rete Mortar NOA No 09-0422.05 Expiration Date: 05/14/14 Approval Date: 06/03/09 Page 4of 11 System A2 — Handmade Barrel Tile with Italian Pan Tile 4.3. "World Class Two Piece Handmade Tapered Mission Roofing Tile" and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. 4.4. Data for Attachment Calculations Table 1: Average Weight (W) and Dimensions I x w) Tile Profile Weight -W (lbf) Length - I (feet) Width - w (feet) Handmade Tapered Mission Tile with Italian Pan Tile 5.2 1.5 0.667 Table Z: Aerodynamic Multipliers - A. (ft3) Tile Profile A, (ft) Direct Deck Application Handmade Tapered Mission Tile with Italian Pan Tile 0.22 Table 3: Restoring Moments due to Gravity - MA (ft-lbf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5":12" r:12" r:12" Handmade Tapered Mission Tile with Italian Pan Tile 4.85 4.77 4.66 4.51 4.30 4.05 Table 4: Attachment Resistance Expressed as a Moment - Aid (ft-110) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Handmade Tapered Mission Tile with Italian Pan Tile Adhesive Set 63.4' 3. Place 19.3 grams per pan and 10 grams per cap (on each side) of PolyProTM. Table 5: Attachment Resistance Expressed as a Moment - Mr (ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Handmade Tapered Mission Tile with Italian Pan Tile Mortar Set 77.644 4. Quidccxete Mortar NOA No 09- 0422.05 Expiration Date: 05/14/14 Approval Date: 06/03/09 Page 5of 11 System A3 -- Handmade Barrel Tile with Steel Pan Tile 4.5. "World Class Two Piece Handmade Tapered Mission Roofing Tile" and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. (See Detail B) 4.6. Data for Attachment Calculations Table 1: Ave Weight (W) and Dimensions I x w) Tile Profile Weight --W (Ibf) Length - I (feet) Width - w (feet) Handmade Tapered Mission Tile/Steel Pan 5.2 1.5 0.667 Table 2: Aerodynamic Multipliers -)L (ft3) Tile Profile 1l (ft3) Direct Deck Application Handmade Tapered Mission Tile/Steel Pan 0.22 Table 3: Restoring Moments due to Gravity - Ma (ft-Ibf) Tile Profile 2":12" 3 ":12" 4 ":12" 5":12" 6":12" r:12" Handmade Tapered Mission Tile/Steel Pan 5.13 5.05 4.93 4.77 4.56 4.29 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft -lbf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Handmade Tapered Mission Tile/Steel Pan Adhesive Set 39.57 5. Place 9.3 grams per stop of pan and 5 grams on each side of cap of Pol iPro7 s. NOA No 09- 0422.05 Expiration Date: 05/14/14 Approval Date: 06/03/09 Page 6of 11 System A4 .- Handmade Barrel Tile with Aluminum Pan Tile 4.7. "World Class Two Piece Handmade Tapered Mission Roofing Tile" and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. (See Detail C) 4.8. Data for Attachment Calculations Table 1: Average Weight (W) and Dimensions I x w) Tile Profile Weight W (Ibf) Length - I (feet) Width - w (feet) Handmade Tapered Mission Tile/Aluminum Pan 5.2 1.5 L 0.667 Table 2 Aerodynamic Multipliers -1, (ft3) Tile Profile X, (ft3) Direct Deck Application Handmade Tapered Mission Tile/Aluminum Pan 0.22 Table 3: Restoring Moments due to Gravity - M, (ft -1bf) Tile Profile 2 ":12" 3 0:12" 4 0:12" 5 0:12" 6":12" 7":12" Handmade Tapered Mission Tile/Aluminum Pan 5.08 5.01 4.89 4.74 4.54 4.28 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar or Adhesive Set Systems Tile Profile The Application Attachment Resistance Handmade Tapered Mission Tile/Aluminum Pan Adhesive Set 190.84' 6. Place 31.9 gramsims of pan and 17.5 grams for each side of the cap of PolyProlm. NOA No 09- 0422.05 Expiration Date: 05/14/14 Approval Date: 06/03/09 Page 7of 11 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". ARTEZANOS WORLD CLASS TILE LABEL (LOCATED ON EITHER TOPSIDE OR UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents as required by the Building Official in order to properly evaluate the installation of this system. NOA No 09-0422.05 Expiration Date: 05/14/14 Approval Date: 06/03/09 Page Sof 11 PROFILE DRAWING ARTEZANOS, INC. " 2 PIECE HANDMADE TAPERED MISSION BARREL TILE DETAIL A ARTEZANOS, INC. ITALIAN PAN TILE NOA No 09- 0422.05 Expiration Date: 05/14/14 Approval Date: 06/03/09 Page 9of 11 DETAIL B ARTEZANOS, INC. STEEL PAN TILE PolyPro AH -160, 5 grams per each side of cap tile. PolyPro AH -160, 9.3 grams per pan tile. NOA No 09- 0422.05 Expiration Date: 05/14/14 Approval Date: 06/03/09 Page l0of 11 DETAIL C ARTEZANOS, INC. ALUMINUM PAN TILE PolyPro AH-160, 17 grams per each side of cap tile. END OF THIS ACCEPTANCE NOA No 09- 0422.05 Expiration Date: 05/14/14 Approval Date: 06/03/09 Page 11of 11 MIAM N C BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Kirsch Building Products, LLC. 1464 Madera St. #387 Simi Valley, CA 93065 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 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Sharkskin Roof Underlayments 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 new NOA consists of pages 1 through 6. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 09- 1123.02 Expiration Date: 07/14/15 Approval Date: 07/14/10 Page 1 of 6 ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: Roofing Underlayment Polypropylene TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Sharkskin Comprm Sharkskin U1trarm Sharkskin Ultra Radiantrm Dimensions 48" x 250' 48" x 250' Test Specification ASTM D226, Type I or II ASTM D226, Type I or II TAS 104 48" x 250' ASTM D226, Type I or II Sharkskin Ultra SArm 48" x 125' EVIDENCE SUBMITTED: Test Agency Trinity I ERD TAS 103 Test Identifier K6550.08.07 K0810.12.05 -R1 K3140.05.10 K6540.07.07 -R2 K6540.03.08 -1 K6540.03.08 -2 K9210.05.08 -R1 Product Description A multi -layer laminated roof underlayment comprised of a high - strength woven polypropylene base with a UV & antioxidant protection bond layer and a slip- resistant top layer. A multi -layer Iaminated roof underlayment comprised of a high - strength woven polypropylene core with a UV & antioxidant protection bond Iayer to both sides and a slip - resistant top layer. A multi-layer laminated roof underlayment comprised of a high - strength woven polypropylene core with a reflective barrier on the underside and a UV & antioxidant protection bond layer on both sides and a slip - resistant top layer. A multi-layer laminated roof underlayment comprised of a high - strength woven polypropylene core between two layers of UV & antioxidant protection bond and a self - adhering underside and a slip- resistant top layer. Test Name/Report TAS 114-C ASTM D 1623 (AC152) ASTM D.1623 ASTM D 226 TAS 103 / TAS 117 -B TAS 104 / TAS 117 -B TAS 103/ TAS 104 ASTM D 5147 /ASTM D 4798 Date 08/20/07 10/06/09 05 /18/10 10/08 /09 03/10/2008 03/10/2008 11/13/09 NOA No.: 09- 1123.02 Expiration Date: 07/14/15 Approval Date: 07/14/10 Page 2 of 6 APPROVED SHARKSKIN SYSTEM ASSEMBLIES: Deck Type 1: Wood Deck Description: 1962" or greater plywood or wood plank System E(i): Base sheet mechanically fastened to deck, subsequent cap membrane self-adhered. All General and System Limitations shall apply. Base sheet: One or more plies Sharkskin Ultra applied in single coverage method with minimum 4" horizontal laps and minimum 6 "vertical laps applied as specified below. Fastening: Mechanically fastened with approved nails & tin caps spaced 6" o.c. at the 4" horizontal overlaps and 10" 0.0. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet. Ply Sheet (Optional) Sharkskin Ultra SA, self - adhered with minimum 2" horizontal overlaps and minimum 6" vertical overlaps. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Membrane: Sharkskin Ultra SA, self-adhered with minimum 2" horizontal laps and minimum 6" vertical laps. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. When used in Tile roof systems the cap sheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed Surfacing: Approved for asphalt shingle, mechanically fastened roof tile, foam - adhered roof tile, non - structural metal roofing, wood shakes & shingles or slate roof assemblies as specified within the Roof System NOA. Note: For tile roof assemblies, refer to RAS 118, 119 or 120 and the tile manufacturer's NOA. For foam - adhered tile roof assemblies, approved use is limited to Polyfoam tile foam adhesive. NOA No.: 09- 1123.02 Expiration Date: 07/14/15 Approval Date: 07/14/10 Page 3 of 6 Deck Type 1: Wood Deck Description: 19/32" or greater plywood or wood plank System E(2): Base sheet mechanically fastened to deck. All General and System Limitations shall apply. Base sheet: Fastening: Surfacing: One or more plies Sharkskin Comp® or Sharkskin Ultra applied as specified below: For slopes 3.5 : 12 (16.2 °) or greater: Shall be applied in single coverage method, overlapping each course with a minimum 4" horizontal lap. Mechanically fastened with approved nails & tin caps spaced 6" o:c. at the horizontal laps and 10" o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet. For slopes 2.5:12 (11.8 °) to 3.5:12 (16.2 °): Shall be applied in a double coverage method, overlapping each course with a minimum 24" horizontal lap. Mechanically fastened with approved nails & tin caps spaced 6" o.c. within 4" of the bottom edge of the horizontal laps and 10" o.c. in one staggered row in the field of the sheet. Approved for asphalt shingle, non - structural metal roofing, wood shakes & shingles or slate roof assemblies as specified within the Roof System NOA. in Deck Type 2: Wood Deck Description: 19/32" or greater plywood or wood plank System E(3): Base sheet mechanically fastened to deck. All General and System Limitations shall apply. Base sheet One or more plies Sharkskin Ultra® applied as specified below: Horizontal Battens: Fastening: For slopes 3 : 12 (14 °) or greater: Sharkskin Ultra shall be applied in single coverage method, overlapping each course with a minimum 4" horizontal lap. Mechanically fasten Sharkskin Ultra with approved nails & tin caps spaced 6" o.c. at the horizontal laps and 10" o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet. Install battens over Sharkskin Ultra in accordance with RAS 119. Counter Battens: Fastening: For slopes 3 : 12 (14 °) or greater: Install vertical battens in accordance with RAS 118. Sharkskin Ultra shall be laid horizontally in single coverage method, parallel to the eave with minimum 4 -inch horizontal laps and minimum 6 -inch vertical laps over the vertical battens. Mechanically fasten Sharkskin Ultra with approved nails & tin caps spaced 6" o.c. at the horizontal laps and 10" o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet. Horizontal laps shall be sealed with butyl - based tape or other material specifically approved by Miami -Dade Product Control & Kirsch Building Products. Vertical laps shall be minimum 6 -inch wide and shall break over a vertical batten to allow water to run away from the center point of the vertical batten. Surfacing: Approved for non - structural metal roofing, wood shakes & shingles or slate roof assemblies as specified within the Roof System NOA. NOA No.: 09- 1123.02 Expiration Date: 07 /14/15 Approval Date: 07/14/10 Page 4 of 6 Deck Type 1: Deck Description: System E(4): All General and Sy Base sheet: Horizontal Battens: Counter Battens: Surfacing: Deck Type 2: Deck Description: System E(5): Wood 19/32" or greater plywood or wood plank Base sheet mechanically fastened to deck. stem Limitations shall apply. One or more plies Sharkskin Ultra Radiant® applied as specified below: Fastening: For slopes 3 : 12 (14 °) or greater: Sharkskin Ultra Radiant® shall be applied with the reflective side up in single coverage method, overlapping each course with a minimum 4" horizontal lap. Mechanically fasten Sharkskin Ultra with approved nails & tin caps spaced 6" o.c. at the horizontal laps and 10" o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet. Install battens over Sharkskin Ultra in accordance with RAS 119. Fastening: For slopes 3 : 12 (14 °) or greater: Install vertical battens in accordance with RAS 118. Sharkskin Ultra Radiant® shall be laid horizontally with the reflective side up in single coverage method, parallel to the eave with minimum 4 -inch horizontal laps and minimum 6 -inch vertical laps over the vertical battens. Mechanically fasten Sharkskin Ultra Radiant® with approved nails & tin caps spaced 6" o.c. at the horizontal laps and 10" o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet. Horizontal laps shall be sealed with butyl -based tape or other material specifically approved by Miami -Dade Product Control & Kirsch Building Products. Vertical laps shall be minimum 6 -inch wide and shall break over a vertical batten to allow water to run away from the center point of the vertical batten. Approved for non - structural metal roofing, wood shakes & shingles or slate roof assemblies as specified within the Roof System NOA. Steel Minimum 18- 22ga., Type -B, 33ksi steel deck Base sheet mechanically fastened to deck. All General and System Limitations shall apply. Base sheet Fastening: Surfacing: One or more plies Sharkskin Ultra applied in single coverage method with minimum 4" horizontal laps and minimum 6 "vertical laps applied as specified below. Sharkskin Ultra is attached to the roof deck with Miami -Dade Iisted corrosion resistant #10, #12 or #14 screws and metal stress plates. Screws shall engage the top flute of the steel deck and be of sufficient length for minimum 3,4-inch penetration. Screws & plates spaced 6" o.c. at all laps and three staggered rows 10" o.c. in the field of the roll or as specified within the roof system approval. Approved for non - structural metal roofing assemblies as specified within the Roof System NOA. NOA No.: 09- 1123.02 Expiration Date: 07/14/15 Approval Date: 07/14/10 Page 5 of 6 GENERAL LIIVIITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Sharkskin Roof Underlayments shall be installed in strict compliance with applicable Building Code. 3. All Sharkskin Underlayments shall be applied to a smooth, clean and dry surface with deck free of irregularities. Deck shall be fastened in strict compliance with applicable Building Codes. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application 4. Sharkskin Ultra may be used in asphaltic shingle, direct - deck/batten wood shake & shingle, direct - deck/batten quarry slate or direct - deck/batten non - structural metal roof applications. 5. Sharkskin Comp may be used in asphaltic shingle, direct -deck wood shako & shingle, direct -deck quarry slate or direct -deck non - structural metal roof applications. 6. Sharkskin Ultra Radiant may be used in battened non - structural metal roof, battened wood shakes & shingles or battened slate roof applications. Sharkskin Ultra Radiant shall not be used as a tile, asphalt shingle, direct -deck wood shakes & shingle, direct -deck non - structural metal or direct -deck slate underlayment. 7. Sharkskin Comp or Sharkskin Radiant shall not be used as a roof tile underlayment or as part of a roof tile underlayment system. 8. The Sharkskin Ultra and Sharkskin Ultra SA two -ply underlayment system may be used in asphalt shingle, mechanically fastened tile, foam- adhered tile, wood shake & shingle, quarry slate or non - structural metal roof applications. 9. The standard maximum roof pitch for The Sharkskin Ultra and Sharkskin Ultra SA two -ply underlayment system shall be 5:12 for flat tile and profiled tiles with lugs. A maximum of 10 tiles per stack are allowed when loading tile on the underlayment. 10. Sharkskin Roof Underlayments shall not be applied over an existing roof system as a recover application but may be applied as specified herein as part of an approved underlayment system. 11. Sharkskin Roof Underlayments shall not be left exposed as a temporary roof for longer than 180 days of application. 12. Sharkskin Roof Underlayments are components used in roof systems assemblies. Roof system assemblies are approved under specific Notice of Acceptance. Refer to Prepared Roofing System Product Control Notice of Acceptance for listed approval of this product with the specific prepared roofing assembly. 13. Sharkskin Roof Underlayments may be used with any approved roof covering Notice of Acceptance listings the Sharkskin product(s) as a component part of an assembly in the Notice of Acceptance. If Sharkskin Roof Underlayments are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department • provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance and fire testing results. 14. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 15. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. END OF THIS ACCEPTANCE NOA No.: 09- 1123.02 Expiration Date: 07/14/15 Approval Date: 07/14/10 Page 6 of 6 MIAMI DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) HOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 111105 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786)315 -25% F (786) 315 -2599 www.miamidade_govieconomV GAF 1361 Alps Road Wayne, NJ 07470 SCOPE: applicable rules and regulations governing the use of construction materials. The This NOA is being under ing issued unde the app Miami Dade County RER -Product Control Section to be documentation submitted has been reviewed and accepted by Jurisdiction (AHJ)- used in Miami Dade County and other areas where allowed by the Authority Having iraticm date stated below. The Miami-Dade County Product Control Section This NOA Dade not ue valid after the AH (in areas other than Miami Dade County) reserve the right to have this (In Miami Dade County) and/or the AHJ (' or material fails to perform in the accepted product or material tested for q�� a p�°�' If this product AID may immediately revoke, modify, or manner, the manufacturer will incur the expense of such testing and the suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, Miami-Dade County Pict Control Section that this product or material fails to meet the if it is determined by applicable building . requirements of the app to comply with the Florida Building Code This product is approved as descried herein, and has been designed including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Buult lip Roof System for Wood Decks- LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. the words Miami-Dade County, Florida, and followed by the ADYER'TISIII�PIT: The NOA number p by the the NOA is displayed, then it shall be done expiration date may be �lay� in advertising literature. If any portion in its entirety. provided to the user by the manufacturer or its distributors and INSPECTION: A copy of this entire NOA shall be P� of the Building Official. shall be available for inspection at the job site at the request This NOA revises and renews NOA No. 07- 1219.09 consists of pages 1 through 17. The submitted documentation was reviewed by Juan E. Collao, R.A.. 1 NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 1 of 17 Deck Type 1: Deck Description: Wood, Non - insulated =9/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutt' Fire Barrier Coating, VersaShield® Fire Resistant Roof Deck Protection or (optional) Securock"' Gypsum Fiber Roof Board. Base sheet: GAFGLAS® #80 UltimaTM Base Sheet, Stratavent® Eliminator"' Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat - Weld"' Smooth or Ruberoid® SBS Heat - Weld"' 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® FlexPlyT' 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -.45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® FlexPlyT' 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -TecT' #12 Fastener or Drill -TecT' #14 and Drill - TecT' 3" Steel Plate, Drill -TecT' AccuTrac® Flat Plate or Drill -TecT' AccuTrac® Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Flex Ply"' 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure -52.5 psf, See General Limitation #7) GAFGLAS® #80 Ultima"' Base Sheet, Ruberoid® 20, Ruberoid® Mop Smooth, base sheet attached to deck with approved 1'A" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure -60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-Tec"' #12 Fastener or Drill -TecT' #14 Fastener and Drill -TecT' 3" Steel Plate, Drill -TecT" AccuTrac® Flat Plate or Drill -TecT' AccuTrac® Recessed Plate 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -TecT' insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 psf, See General Limitation #7) NOA No.: 13-0424.09 Expiration Date: 11 /04/14 Approval Date: 10/31/13 Page 15 of 17 GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -TecTM #12 Fastener or Drill -TecTM #14 Fastener and Drill -TecTM 3" Steel Plate, Drill -TecTM AccuTrac® Flat Plate or Drill -TecTM AccuTrac® Recessed Plate 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® Ply 4 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 1. Gravel or slag applied at 400 lbs./sq. and 300lbs. /sq. respectively in a flood coat of approved asphalt at 60lbs. /sq. 2. Topcoat Surface Seal SB applied at lto 1.5 gal. /sq. Maximum Design Pressure: See Fastening Above MANMADE COUNTY APPROVED NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 16 of 17 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex PlyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" Dens DeckTM Roof Board or ' /2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofmg Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofmg Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 17 of 17 TGFU.R1306 - Roofing Systems 1. Bade C-15/32 a One or more layers p or wood fiber or glass fiber or polylsocyanu ate or urethane or pergt on s composite or per e/uaethane Oo or wood ftf ' /poh�Yanurate composite or Phenolic, any thickness. Ply She or more piles Type 61 or "GAFGLAS® Ply 4" or 'Td -Ply® Ply 4° or "GAFGLAS® Ply 6" hot mopped. Surfadnga — Gam- Class A Iodine: 3 rage 101 1 2. Deal C -15/32 Insulation (Optional): — One or more layers pernte or wood fiber or glass fiber or po�rate or or any composite or p�e/m ethane composite or wood fibe'I�u thickness. Ply Sheet: des Type 61 or "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "CAMAS@ My 6 ". Cap Sheeb — One ply Type G3 "GAFGLAS® Surfaced Cap or "Tri- Ply® Mineral Surfaced Cap Sheer ° ° or GAFGLAS® EnergyCap11 BUR Mineral Surfaced Cap Sheet' Indh 2 3. Deck NC Insulation petite/urethane — Om or more layers partite, wood fiber, glass fiber, poles, urethane, Perlte/polylsocyanurate composite, wood fibrnipolyisocYano composite, phenolic, 2-in. maximum. Ply Sfueeb — Two or more plies Type Gi "GAFGLAS® Ply 4 ", "Trf -Ply® Ply 4" or "GAFGLAS® Ply 6°. Cap Sb One ply Type G3 "GAFGLASS S Mineral Surfaced Cap Sheep or "WI-Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS® Ene m BUR Minerai Surfaced Cap `��" 4. Decks C -15/32 Incline 1 Slip Sheet (Option al): — Red rosin paper, nailed to deck. anatie mechanically fastened or adhered with (Optional): — Any thickness p or wood fiber or glass fiber or n OMG Inc. "Olylond Fastening System° or any UL Classified insulation adhesive. 5 Base Sheet* (may be nailed). Base — One ply Type G2 GAFGIAS® *75 Base Sheet" or "Td-Ply® Ply Sheet: — One or more piles Type G1 "GAFGLAS@ PiY 4" or'Td- Ply® Ply 4" or GALAS® Ply 6°. Cap Shams — One ply Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or °Tri-Ply® Mineral Surfaced Cap Sheet° or 'GAFGLAS® E nergyCap" BUR Mineral Surfaced Cap Sheet° at a rate 2- gaVido -fiz. Surfacing (Optional): — "TOPCOAT® EnergyCote"'" applied Inch 2 5. Credo NC Incline: 3 Base Sheets — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Trt -Py® *75 Base Sheet". Ply Shama — One or more piles Type 61 "GAFGLAS® Ply 4" or °Tri -Py® Ply 4° or "GAFGLAS® Ply 6". Cap Sheaf — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri- Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS® EneroyCapm BUR Mineral Surfaced Cap Shy° 6. Deck: C-15/32 Inclines 2 Insulations — One or more layers per, glass fiber, potyis yanurate, urethane, pew /polyle ranruete composite, perillelurethane composite, phenolic, 1 in. minimum (offset a minimum of 6-in. from plywood deck joints). Base Sheets — One or more piles Type G1 or Type G2 or Type G3. MIS — One or more piles "Ruberofd® Torch Smooth° or "Ruberold® Torch Granule° or "Ruberold® Torch Granule Pie" or "Ruberold® Mop Ste° or "Ruberold® Mop Smooth 1.5" or "Ruberold® Mop Smooth Pie" or "Ruberaid® Mop Granule" or "Ruberold® Mop Pius Granule° or "ROOFMatcni° SOS Modem Granular" or "Tri -Ply® SBS Modified Bitumen Membrane° or "ROOFMatch"' APP Modified Granular° or °Tsi -Py® 7P-4G° or "Trf-Ply® TP-4° or "Ruberold® Dual Smooth*. Cap S ob Type Cap "GAFGLAS® ®® adhered with Surfaced Cap Sleet° or roofing asphalt �® Mineral Surfaced Cap Sheerer "GAFGI AS® Fm�YCapp1 BUR Mineral Surfaced 7. Dade C -15/32 Incline 2 Insulation (Optional): — One or more layers periite or wood fiber or glass fiber or polylsoyanurate or urethane or perlite/polylsocyanurate composite or perffte/uuorhane composite or wood tber/polyisocyanurate composite or phenolic, any thidmess. Base Sheer — Two or more plies mare plies Type G3. Ply Sheet (Optional): — One Membrane — One or more plies °Ruberoid® Torch Smooth° or "Ruberold® Torch Granule" or °Ruberdd® Torch Granule Plus" or "Rum Mop Smooth° or Mop Smooth 1.5" or "Ruberold® Mop Smooth Plus" or "Ruberoii® Mop Granule* or "Ruberold® Mop Plus Granule° or °ids"° SBS Modified Grasu ar° or "Tri -Ply® SBS Modified Bitumen Membrane° or "ROOFMatch"1 APP Modified Granular" or "Tri -Ply® 7P-4G° or "Tri-Ply® TP-4" or "Ruberoid® Dual Smooth ". Cap Sheets — Type 63 "GAFGLAS® Mineral Surfaced Cap Sheet° or °Trt -Ply® Mineral Surfaced Cap Sheet" or °CAS® EnergyCapt" BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt littp•J /da .u1.c0m/egi- bin /XYV/t emplace /LTSEXT /1FRA1VIE/showpage html?name =... 12/11/2013 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 responsibrity of roofing contractor to provide the owner with the required roofing permit, and to explain to ttm owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system irons. Additionally, the following items should be addressed part of the agreement between the owner ant the contractor. The owner's hdtlai in the designated that the item has been explained. 4, 1. ` Aesthetics- Workmanship: the workmanship provers of Section R4402 are for the purpose of providing that the roof system meets the wind =Stance nce and water instruction performance standards. Aesthetics (appearance) are not a consideration eration witty 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. rt 2. `1 Rending wood decks: When replacing roofing, the existing wood roof deck may have to be recalled in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the exi g roof system). 3. % . Common roofs: Common roofs am 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. -f• 4. "11 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 nceptable. This provides the option of maintaining the appearance. It 5. 71 . 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. Poundi ng may shorten the rife expectancy and performance riffs new roofing system. Pounding conditions ens may not be evident until the original roofing system is removed. Pounding conditions should be corrected. f 6. `1 . _ Overflow scuppers (wall outlets): it is required that rainwater flows off so that the roof is not overly from a buildup of water. Perimetededge wall or other roof extersion may block this discharge if overflow scuppers (wall outlets) are not proved. It may be necessary to install overflow scuppers in accordance with the requiremnis of Sections R4402, R4403 and R4413. .. 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 reducet t It maybe dal to carder addrf al venting which . ' in extending the servka rife of the roof. /2./.04 Date S .;( *tea- &L. Owner/Agent's Revised on 75)12009 LD Contractor