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RF-16-1929 (2) Permit No. RF-7-16-1929 Miami Shores Village Permit Type:Roof �� 10050 N.E.2nd Avenue NE P '0& rI ' Work Classification:Tile/Flat Miami Shores,FL 33138-0000 Permit status:APPROVED Phone: (305)795 2204 �ORLDp' Issue Date:7/20/2016 Expiration: 01/16/2017 Project Address Parcel Number Applicant 9935 NE 13 Avenue 1132050090470 Miami Shores, FL 33138-2634 Block: Lot: FABIANO SILVEIRA AGUILAR M Owner Information Address Phone Cell FABIANO SILVEIRA AGUILAR MARIANA 9935 NE 13 Avenue --- MIAMI SHORES FL 33138-2634 9935 NE 13 Avenue MIAMI SHORES FL 33138-2634 Contractor(s) Phone Cell Phone Valuation: $ 15,500.00 MG EXCELLENCE SERVICE CORPOR (786)247-7067 Total Sq Feet: 3400 Type of Work:Re Roof Available Inspections: Additional Info: Inspection Type: Classification:Residential Scanning:3 Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $9.60 DBPR Fee Invoice# RF-7-16-60557 $4.88 07/20/2016 Credit Card $319.36 $50.00 DCA Fee $4.88 Education Surcharge $3.20 07/12/2016 Credit Card $50.00 $0.00 Permit Fee-New Roof $325.00 Scanning Fee $9.00 Technology Fee $12.80 Total: $369.36 In considerati of the issuaIcef this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining ther to and in strictith the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this mi assumlity for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for EL TRICA ,PLCHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFF DA IT: I c rte foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an zon g. F hhorize the above-named contractor to do the work stated. July 20, 2016 Authorized Signature:Own / Applicant / Contractor / Agent Date Ili Building Department Copy July 20, 2016 1 Miami Shores Village Building Department 401( ,s 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BINSPECTION LINE PHONE NUMBER:(305)762-4949 FB �h BUILDING Master Permit No. eC �,V 3�� PERMIT APPLICATION Sub Permit No. tb_k99-9 ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9013-5 )YX 4p f 9p /Mfz,( ) r11pc-:X'f' City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder) �J� ewalz,ip Phone#: S 63F,rot? Address: .0 �+ City: AlAr'% tl ��.r State: T�►'+L Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: �l� 1 �5 vC U ��S / Phone#: Address: W V City: '� State: C L Zip: Qualifier Name: � k, /n► AL`/j�P A, ,{ Phone#: State Certification or Registration#: �iCC `�(i �"L "Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: /Zip: Value of Work for this Permit:$ /5, J`� y Square/Linear Footage of Work: Jyloe-) Type of Work: ❑ Addition ® Alteration E] New ❑ Repair/Replace ❑ Demolition Description of Work: fc�y 0�, Titc— 9 Specify color of color thru tile: Submittal Fee$ Permit Fee$ Zc ' 0 CCF$ CO/CC$ 0 Scanning Fee$ Radon Fee$ Iq G DBPR$ �` Notary$ 10 Technology Fee$ 112 ' Training/Education Fee$ 3 ` 2s Double Fee$ a Structural Reviews$ Bond$ ir TOTAL FEE NOW DUE$ 1 10 (Revised02/24/2014) F' i 4 ' 'Jyy��If lI Crs l o-4 R i Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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 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. 1J L Signature \Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was cknowledged before me this day of u�� 120 �10 by � d y of �� 20�, by Gtb G v� c � • V��,who is personally known to ei r Gr� ho is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: �''� � REi Print: JL( Ly U 7i .•,=My Comm.Expires Sep 30.2018 Seal: ;;v""'"+ MAis of Florida RIA CRUZ Seal: prc' Commission#FF 164325 '''.;;�oa�fid,;••' B011dedl ,} �; My COMMISSION 9 FF997102 N�donal � ?o. EXPIRES July 09,2020 (407)398 0153 Fbrid�N APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) rope Search Application- Miami-Dade County Page 1 of 1 OFFICE OF THE 'PROPERTY APPRAISER .` Summary Report Generated On:7/12/2016 Property Information Folio: 11-3205-009-0470 Property Address: 9935 NE 13 AVE Miami Shores,FL 33138-2634 FABIANO SILVEIRA AGUILAR Owner MARIANA JULIA LIVORE Mailing Address 9935 NE 13 AVE MIAMI, FL 33138 USA _ V+ Primary Zone 1700 SGL FAMILY-4001 SQFT& Wi' n'I l ulil'lil 0101 RESIDENTIAL-SINGLE 91 ifiii;illi Prima III ' 66iPi; h ry Land Use FAMILY: 1 UNIT Beds/Baths/Half 3/3/0 Floors 1 Living Units 1 Actual Area 3,807 Sq.Ft Living Area 2,885 Sq.Ft Adjusted Area 3,346 Sq.Ft Taxable Value Information Lot Size 14,023.5 Sq.Ft 20161 2015 2014 Year Built 1954 County Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value $1,743,741 $1,731,273 $493,729 Year 2016 2015 2014 School Board Land Value $1,787,634 $1,655,217 $701,614 Exemption Value $25,000 $25,000 $25,000 Building Value $118,106 $119,084 $373,526 Taxable Value $1,768,741 $1,756,273 $518,729 XF Value $8,610 $6,972 $19,340 City Market Value $1,914,350 $1,781,273 $1,094,480 Exemption Value $50,000 $50,000 $50,000 Assessed Value $1,793,741 $1,781,273 $543,729 Taxable Value $1,743,741 $1,731,273 $493,729 Regional Benefits Information Exemption Value $50,000 $50,000 $50,000 _..__ .................... Benefit Type 2016 2015 2014 Taxable Value $1,743,741 $1,731,2731 $493,729 ............ Save Our Homes Assessment Cap Reduction $120,609 $550,751 Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Second Exemption $25,000 $25,000 $25,000 08/05/2014 $1,980,000 29261-4694 Qual by exam of deed Homestead 04/01/1987 $275,000 13247-1037 Sales which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County, 01/01/1973 $112,000 00000-00000 Sales which are qualified School Board,City, Regional). Short Legal Description EARLETON SHORES PB 43-80 LOT 2 BLK 4 LOT SIZE 93.490 X 150 OR 13247-1037 0487 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 7/12/2016 T ROOF ASSEMBLIES AND ROOFTOP STRUCTURES F1 "a Ji ng C66 Sth Edition (2014) If 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 Section A(General Information) 1 1 Master Permit No. 1 ,/ Process No. 1 Contractor's Name '_lr e1,f W�s eiG u f)(c� Cor . Job Address vq N 6 1-3 A Ulm �5A�'t(t ` L 1 ROOF CATEGORY 1 j Low Slope X Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles 1 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1 1 ❑ Prescriptive BUR-RAS 150 0000 1 ROOF TYPE •""• """1 ❑ New roof ❑ Repair ❑ Maintenance ❑ Reroofing •••••• ❑ Recove;ng •••• •1 ROOF SYSTEM INFORMATION ' Low Slope Roof Area(SF) Steep Sloped Roof AREA(SSF) Total (SFS)o•••• :""' ..... D D 3 0 0 D •1 ...... Section B (Roof Plan) ...... .• 1 Sketch Roof Plan:Illustrate all levels and sections, roof drains,scuppers,overflow scuppers atld ovePflow d • �irLS Include dfil'e'h'•1 Bions of sections and levels,clearly identify dimensions of elevated pressure zones and location ofPtlLapets.• • � 1 1 i 1 la i 1 1 1 LLI 1 o < 1 m o < � ! M cI 1 Sm _ 1 U 1 � U 1 W Z .E , J l 1 � o z 1 W u d C c i > ❑ W i p ■ cc ❑ U < CL Z ❑OA m F- Q �,IILI',Np CODE—BUILDING,5th EDITION(2014) 15.37 t 1 1 ! 1 Copyright to,or licensed by,tCC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8.2015 10:32:12 AM pursuant to License _� Agreement.No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form 1 1 Section D(Steep Sloped Roof System) 1 Roof System Manufacturer: Notice of Acceptance Number:_ li Minimum Design Wind Pressures,1f�ppli, AS ble(From R 1 7�,r alculations}: 1 P1: o P1: ' i/y I P1: 1 1 i Deck Type: 00 1 1 Type Underlayment; �-� ��(� # 36 1 Roof Slope: •••• 1 �( 12 .... ... —i--�—. • Insulation: tJ A-- .. ... I.. 1 • Fire Barrier: ••••• .... i . •i • Ridge Ve I 'on? Fastener Type &Spacing: -1/qD1 5 Int.�-'TIN 06000* V i' Adhesive Type: LTV PbV6 Q �'��C ...�. ••1•• • Type Cap Sheet: 5-e 44 irf 1 i r _ 1 Mean Roof Height: I �) Roof Covering: r 1 I� 1 Type&Size Drip 3 1 Edge: ® 1 1 FLORIDA BUILDING CODE--BUILDING,5th EDITION(2014) 15,39 + j ' I) i Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by E&ezer Palacio on Jun 8,2015 10:32:12 AM pursuant to Ucensc Agrcen aw,No further reproductions authorized. t ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 Section E(Tile Calculations) I For Moment based tile systems,choose either Method 1 or 2. Compare the values for Mr with the values from Mr. 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. I j JAethol oment Bas d Tile,CSI �}I'tions Per RAS 127" 1 (P1: o/x%0r ( =r_mg: R7=M„1Y1 -1 Product Approval M, �, 1 (P�xX0#_313= 3 -Mg: =M,i Product Approval M, 1 (P3. bt) ( Mg::q=M„`Z3r Product Approval M, 1 Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(Mr)From Table Below Product Approval M, 1 I Mr required Moment Resistance" ... Mean Roof Height Roof Slope 15, 20, 25' • ' 30' . 40 •••• •••••• 1 • 1 .. 2:12 34.4 36.5 38.2 39.7 *ee*Q,2 '.; •.••;• 3:12 32.2 34.4 36.0 37.4 ..•'3g.8 • • • 4:12 30.4 32.2 33.8 35.1 ,3 . •.;• • • 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 I ...... 7:12 24.4 25.9 27.1 28.2. •••X0.0 .• 1 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward �ountx Board oiftles and Appeals. For Uplift based the systems use Method 3.Compared the values for Fwith the values for Fr. If the F'values are g�Efi tVn or • 1 equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. 1 1 Method 3"Uplift Based Tile Calculations Per RAS 127" (P1:_x L_=_xw: _ )-W:_x cos©_=Fr, Product Approval F (P2:_x L_=_x w:_ )-W:—x cos t3_=Fa— Product Approval F (P3:_x L_= x w:_ )-W:—x cos E)_=Fr,_ Product Approval F 1 I Whereto Obtain Information Description Symbol Where to find 1 Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier Product Approval 1 Restoring Moment due to Gravity MB Product Approval 1 Attachment Resistance M, Product Approval Required Moment Resistance M8 Calculated i Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated 1 Average Tile Weight W Product Approval 1 Tile Dimensions L =length W=width Product Approval All calculations must be submitted to the building official at the time of permit application. 1 15.40 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) I t 1 I ) t o Copyright to,or licensed by,ICC(ALL RIGHTS RESERVEb);accessed by Eliezor Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. MIAMI.pi) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.zov/nera Boral Roofing,LLC 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 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 PERA-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 Wrform•ip,t,WacceR p0. manner,the manufacturer will incur the expense of such testing and the AHJ may immediafeli revokep modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the"ght•to revoke t)tis ••••:- acceptance, -acceptance, if it is determined by Miami-Dade County Product Control Section that this t?dddct or mat8rial fails rp.„ •.. . . meet the requirements of the applicable building code. .... •••••• . ..... This product is approved as described herein,and has been designed to comply with the FWAga Budding Code ••'•• including the High Velocity Hurricane Zone of the Florida Building Code. . . . . ...... DESCRIPTION: Saxony 900 Concrete Roof Tile : . ...... .. . .... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, stafeanii 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 and revises NOA#07-0711.03 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0222.03 MIAWDADE COUNTY Y Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Cateeorv: Roofing Sub-Cateizory: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described 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 the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION .... 40 Manufactured by Test Product •••. ...... . . • Applicant Dimensions Specifications Destfiptlon ••• • •• ...... Saxony 900 1= 17" TAS 112 Flat profile, int;."..0 0 x.ig,high- ...... w= 13" pressure extrud(i concrete roof ilo 1-5/32" thick Slate equipped with tw flftil hole;. For ••••• . ... . . ..... 1-9/32"thick Shake & direct deck or baftcned nail-41 mortar 0* •• . ...... Split Shake set or adhesive �qt,,plications.• • . . Trim Pieces Length: varies TAS-112 Accessory trim„boo4ed Batml8fta, • Width: varies concrete roof pieces for use art"ps, ;•'••; varying thickness rakes,ridges and valley terminations manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 SUBMITTED EVIDENCE: Test Aizency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 &TAS 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) NOA No.: 12-0222.03 htu�hiND,4pE COUNTY �lExpiration Date: 04/26/17 � Approval Date: 04/19/12 Page 2 of 8 The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering, Inc. TAS 102 (1 Quik-Drive Screw,Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (1 Quik-Drive Screw, Battens) Redland Technologies 7161-03 Wind Tunnel Testigg Dei,1091 •• ••• Appendix 11 TAS 108 (Nail-On)..' ... Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing':•• Aug. 1994 1994 TAS 108 (Nail-Onj..:.� ;••••; Redland Technologies P0631-01 Wind Tunnel Testing"' Jelly 1994 ••;•', .. . ..... TAS 108 (Mortar Se'.D.•.• . •• Redland Technologies P0402 Withdrawal Resista;ee;•; Sept.4993 •� Testing of screw vs. srhooth' :...:. "•••' shank nails ••.... .. .... The Center for Applied Project No. 307025 Wind Driven Rain Oct!1994 Engineering, Inc. Test#MDC-77 TAS 100 Atlanta Testing&Engineering, R1.894 Physical Properties Aug. 1994 Inc. R2.894 TAS 112 R3.894 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 520111-4 TAS 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service TAS 101 Walker Engineering, Inc. Evaluation 25-7094 February 1996 Calculations Walker Engineering,Inc. Evaluation 25-7496 April 1996 Calculations Walker Engineering, Inc. Evaluation 25-7584 December 1996 Calculations 25-7804b-8 25-7804-4& 5 25-7848-6 MIA Y NOA No.: 12-0222.03 IRjau-822;11� Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 3 of 8 k Walker Engineering, Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering, Inc. Evaluation Aerodynamic Multipliers January 2007 Calculations Walker Engineering, Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering, Inc. Evaluation Restoring Moments Due to February 2007 Calculations Gravity Nutting Engineers 130 TAS 112 January 2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be sVbrrritt,d to the Building Code Compliance Office for review. .•. •••• ••••;• 3.4 Minimum underlayments shall be in compliance with the applicable Vooi ing Appli:;kions Standards listed section 4.1 herein. 0000.. 3.5 30/90 hot mopped underlayment applications may be installed perpendi"ar 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 reOq irerkents URIC be in 0 0•'• . .. . compliance with the applicable Building Code. 0 0 0 . 0000* .• 4. INSTALLATION . .00.0. . 0000.. 0 • . 0000.. 00 . 0000 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its compone$t%9hi ll be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W) and Dimensions (I x w ) Tile Profile Weight-W (lbf) Length-I (ft) Width-w (ft) Saxony 900 11.5 1.417 1.08 Slate, Shake&Split Shake Table 2: Aerodynamic Multipliers - X(ft) Tile X (ft) X (ft) Profile Batten Application Direct Deck Application MonierLifetile Saxony 900 0.289 0.313 Slate, Shake&Split Shake NOA No.: 12-0222.03 MAMI•nADE couNm Expiration Date: 04/26/17 I•� Approval Date: 04/19/12 Page 4 of 8 • Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck Slate, 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Shake & Split Shake Table 4: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 ••1.7•.2 Slate, Shake & 1-10d Smooth or Screw Shank Nail 7.3 .8 ••4.. •••••• Split Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 s ••• •• 1 48 Screw 30.8 30.E•' 18.2 :*see: 2 48 Screws 51.7 617 24.4 :e e e s: 1-10d Smooth or Screw Shank Nail 24.3 �g.3 ••• .p • Field Cli • 1-10d Smooth or Screw Shank Nail 19.0 1;��Qe• ;0622.1 •••••• Eave Clip) Osseo. . •• 2-10d Smooth or Screw Shank Nails 35.5 $5.5 : 34.8 ....:. Field Clip) e e :••••• 2-10d Smooth or Screw Shank Nails 31.9 4. *932.2 :••• Eave Clip) • • Table 5: Attachment Resistance Expressed as a Moment Mf(ft Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance MonierLifetile Saxony 900 Adhesive 31.3 Slate, Shake&Split Shake 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc.Average weight per patty 8 grams. NOA No.: 12-0222.03 MIAMI•DADE COUNTY Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 5 of 8 f f Table 6: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance MonierLifetile Saxony 900 Pol foam Pol ProTM 118.9 Slate, Shake & Split Shake Pol foam Pol ProTM 40.4 3 Large paddy placement of 45 grams of Pol Pro T"^ 4 Medium paddy placement of 24 grams of Pol Pro TM Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance MonierLifetile Saxony 900 Mortar Set 43.9 Slate, Shake&Split Shake 5. Tile-Tite Roof Tile Mortar 0000 . . . . 0000 *see:* s •O . o. 5. LABELING . •000se e. .Osseo 5.1 All tiles shall bear the imprint or identifiable marking of the manufacraMT %name or Logo as :0.. detailed below, or following statement: "Miami-Dade County Product Oonll'ol ApptoYea:. ' 0000 a .6e06 0000.. . 0000. . . oso.:. .. 0. . 0000.. .so.eo . . . . . 0000.. 0000.. 0 0 O .Osseo O. a 0000 . . . . LABEL FOR SAXONY 900 TILE (LAKE WALES FL PLANT 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.: 12-0222.03 htuN�,4nE CouNm Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 6 of 8 r PROFILE DRAWING NAIL HOLES • 15/32 "(state) 1 9132" (shake) 17 " OVERLAY 13" ...... .. ...... WATERLOCK •••• ••••• ...... . . ..... SAXONY 900 CONCRETE ROOF TILE(SLATE MODEL:•• •: . •. ....:. db MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE(SPLIT SHAKE MODEL) � pNOA No.: 12-0222.03 MIAMFDADE COUNTY Expiration Date: 04/26/17 IIIIIIIIIIIIII •••• • � Approval Date: 04/19/12 Page 7 of 8 0000 . 0000 0000•. MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE(SHAKFPMODEL) 069.6. . END OF THIS ACCEPTANCE '0000• :•••'• 0000. 00,00. 0000. .. ., 0000.. 0000.. • NOA No.: 12-0222.03 MIAMMDADECOM Expiration Date: 04/26/17 �gjamf Approval Date: 04/19/12 Page 8 of 8 MAI MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv Polyglass USA Inc. 150 Lyon Drive Fernley,NV 89408 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 RER-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,,dmogify,or suspend the use of such product or material within their jurisdiction. RER reserves the right 0 revoke MN*acceptaflCO: if it is determined by Miami-Dade County Product Control Section that this product or material fails to inee:the 960.96 .. 9999.. requirements of the applicable building code. 666066 • This product is approved as described herein, and has been designed to comply with the Florida Building 99.Gode including the High Velocity Hurricane Zone of the Florida Building Code. 'pose• 9900000 669666 . . 69666 ...969 DESCRIPTION: Polyglass Polystick Underlayments •. .. '•":' 9999.. 6 999699 LABELING: Each unit shall bear a permanent label with the manufacturer's name or loco,c1q, stats aTiVollowin statement: "Miami-Dade County Product Control Approved",unless otherwise noted herei1r. *90:00 • 69 0 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA#12-0713.02 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. "0000W NOA No.: 14-0717.08 MLAWD►De COuNrr Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 1 of 9 ROOFUNG COMPONENT APPROVAL Catei!ory• Roofing Sub-Cateeory: Underlayment Material: SBS , APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing Location 6538"x 353_3/8" membrane, glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick MTS Plus Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 6518"x 3'33/8" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. . . ••.• ...... Polystick IR-Xe Roll: ASTM D 1970 A fine granular/sand top sui-face sali adhering, .• Manufacturing Location 65' x 313_3/8" APP polymer modified'f berglass reir4rced-••• • #1 & #2 Or 65' x 3' bituminous sheet maferiaWfor use as An ;••••; 60 mils thick underlayment in slopeo,roof asse61,34 • Designed as an ice&xaitr.shield.. ••;••• .. .. . ...... Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphaltsvl f-adhering, glass- .• (Surface Printing) 65' x 3'33/8" D 1970 fiber/polyester reinfdreed,Gaterprp9fipg ...... Manufacturing Location 80 mils thick membrane. Designed a s a metal roofing and I".: #1 & #2 tile underlayment. • Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt waterproofing membrane, Manufacturing Location 32'10"x 3'33/8" D 1970 glass-fiber/polyester reinforced,with a granular #2 130 mils thick surface designed for use as a tile roof underlayment. Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering, glass- Manufacturing Location 61' x 3'33/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering, glass- Manufacturing Location 61' x 3'33/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 14-0717.08 MLAL PDADECOUNTY Expiration Date: 09/13/16 •xvtvj Approval Date: 01/22/15 Page 2 of 9 PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self-adhering, polyester Manufacturing Location 65'8"x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as #2 60 mils thick a a roof tile underlayment. Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced, SBS modified bitumen 32' 10"x 3' 3-3/8" D6164 membrane with a burn off polyethylene or sanded back face and a granule top surface. For use in roof tile underlayment systems. MANUFACTURING PLANTS: 1.Hazelton, PA 2.Winter Haven, FL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Trinity I ERD P10870.09.08-RI TAS 103 •,)YJ94/08 ...... P10870.04.09 TAS 103/ASTM D4798 &'G.155: ..D4/13/09 P33360.06.10 ASTM D1970 ...:•• 0'701/10....:. P33370.03.11 TAS 103 0000" 0'3/02/11 P33370.04.11 ASTMD 1623 •o :.4OrA726/11 ' P36900.09.11 TAS 103/ASTM D4798 4 09`01/11:0:0*- P37300.10.11 TAS 110/ASTM D4798&o91 PA :001V/19/11 P40390. 08.12-1 TAS 103 &TAS I Ito%•: 0-8/06/12 P40390.08.12-2 ASTM D 1623 0 :.,Q$/n7/12•••••• P40390.10.12 ASTMD 1970 0 10/03/12:....: P37590.07.13-1 ASTM D6164 •:,01/02/13 P45270.05.14 TAS 103, TAS 110&ASTM 05/12/14 D1623 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 &TAS 110 10/07/14 P43290.10.14 ASTM D 1970&TAS 110 10/17/14 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798 &G 15 5 07/06/09 Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798&G 15 5 04/01/08 RX14E8A TAS 103/ASTM D4798 &G155 11/09/09 DX23D8B TAS 103/ASTM D4798&G 15 5 02/18/10 DX23D8A TAS 103/ASTM D4798 &G155 02/18/10 NOA No.: 14-0717.08 M AMMAne COUNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 3 of 9 INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(1) Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood, non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(2) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) 0000 Membrane: Elastoflex S6 G, hot asphalt applied. 0*00• Surfacing: See General Limitations Below. .0 • ... s • • 0000•• •• 0000•• • 0000•• • • Deck Type 1: Wood, non-insulated ....0: Deck Description: Min. 19/32"plywood or wood plank •••• :0.0.0 System Type E(3) Base sheet mechanically fastened deck, subsequent cap me*N'*0 e self;-adgwed. **:006 0 Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. :••:•: • . . . . ...... Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid, 6" o.c. ata mivimum;l•'•14 tl lap.jfor • base sheet only) 00 0 0090 •••••• • • Ply Sheet: Polystick MTS Plus, self-adhered with minimum 3"horizontal laps and minimum•6"vertical (Optional) laps. Membrane: Polystick TU Plus, self-adhered. Surfacing: See General Limitations Below. NOA No.: 14-0717.08 MAMMDADE COUNTY Expiration Date: 09/13/16 1 Approval Date: 01/22/15 Page 4 of 9 'INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3-'/2"and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6"piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. •••• . . 0000 0000.. GENERAL IMITATIONS: •••••• •. 0000.. 0000.. 1. Fire classification is not part of this acceptance. •••••• 0000 • •....• 2. Polystick MTS,Polystick MTS Plus, Polystick TU Plus,Polystick Tile Pro and Polys'tWDual Pro may be used--. in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,roof tilesystems anrd.g4arry sl'M roof assemblies. Polystick TU P may be used in all the previous assemblies listed eNcppjjpetal roofing. • Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing And roofrile *stems,��;• Polystick TU Max maybe used in non-structural metal roofing and roof tile systeml. E1%toflex Ve U may be 0000.. .. . used in roof the systems only. 0000 0 9 • 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations(days) MTS IR-Xe Elastoflex TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus S6 G Winter Haven, 180 90 180 180 180 180 180 90 180 FL. Hazelton,PA. N/A 90 N/A 180 N/A N/A N/A N/A N/A 7. 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. NOA No.: 14-0717.08 MLAMI-aADe COUNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 5 of 9 18. hi roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU Plus,Polystick Tile Pro, Polystick TU Max or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9a. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, Polystick TU Polystick MTS TU P,Tile Pro, Max Plus' Dual Pro Flat Tile Prohibited 4:12 No limitation No limitation 5:12 without battens Profiled Tile Prohibited 4:12 No limitation No limitation 4:12 without battens The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. 9999 'The following limitations shall be apply when using Polystick MTS Plus: •9999' 9999.. • Slopes up to those shown in the table above will require stagging of tiles—tw"tiles laidVMepdicular to: slope followed by a maximum four tile stack parallel to the slope, for a totallV6I$es. (See Figure 1•••••• 9999.. below) •••••• 9999 • Battens shall be used for stagging of lugged tiles above 4:12 094000 :..... ...• • Battens shall be used for stagging of flat tiles above 5:12 •••••• ••••• 9999.. .. .. . 9999.. J/Slope •••••• •• !!II • • • • •4449• �[ i •44949 S0. .< __. • • • • • • • • •99999 99 • 499• • • -.....9999 Figure 1: Stagging Method 9b. There shall be no roof slope limitation for the Polystick MTS Plus/Polystick TU Plus two-ply underlayment system when a applied using the stagging method outlined above. NOA No.: 14-0717.08 MIAMPDADE COUNTY Expiration Date: 09/13/16 fyml Approval Date: 01/22/15 Page 6 of 9 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. Roofing Tiles ,- (6 Max Per Stack) jCL i= vt 12 ;yy' NO 6cm yy Fbof deck prepared with POLYSMCKTU Rus 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products.Polystick MTS,Polystick MTS Plus,Polystick IR-Xe,Polystick TU Plus, Polystick TU P, Polystick TU Max, Polystick Dual Pro, Polystick Tile Pro or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, Polystick MTS Plus,Polyj�jk IR-Xe, Polystick TU Plus,Polystick TU P, Polystick TU Max, Polystick Dual Pro,Polystick.Tile.Pro or Uastollex S6.Q... as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,Petystrck Ws-Plus, •• Polystick IR-Xe, Polystick TU Plus, Polystick TU P,Polystick TU Max,Polystick Dui?PPd,Polysticl!Tile Ptd•••• or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction(AHJ)or the :so**: 0000 Miami-Dade County Product Control Department for approval provided that appropli4tp documertamm is g g e•• provided to detail compatibility of the products,wind uplift resistance,and fire testingpw"ts. . 0 e.:..• 0000.. .. 0• . 0000.. LABELING: e•o e e: •o . . . . . . 0000.. eggs.. 1. All membranes or packaging shall bear the imprint or identifiable marking of the mam:facYdrer's name or logo,-.;i" and state of manufacturing facility and the following statement: "Miami-Dade County Product ContNVApproted" • or the Miami-Dade County Product Control Seal as shown below. •• QML •DADE COUNTY • BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1.This Notice of Acceptance. 2.Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 14-0717.08 MAMPDAUE COUNTY Expiration Date: 09/13/16 6 1 Approval Date: 01/22/15 Page 7 of 9 •POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1"metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12"o.c. Polystick TU Plus should be back nailed in designated area marked"nail area, area para clavar"on the face of membrane,with the above stated nails and/or disks. The head lap membrane is to cover the area being back- nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6"wide,uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations#9 and#10. 6. Battens and/or Counter-battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7"/12"or greater. It is suggested that on pitch/slopes in excess of 6 '/y'/12;,prec4t1ggi shouJq•••• be taken, such as the use of battens to prevent tile sliding during the loading process.•..• ... .• 7. Minimum cure time after membrane installation&before loading of roofing tiles is Porty�l Tight(48)fours. •••• 8. Polystick membranes may not be used in any exposed application such as crickets, e4pe9e4valley,9t gxposaa • roof to wall details. • 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 45-Vremiurri Waified•..•.. Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 504"f�t"um Modtfied •, Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area in need of repair, followed 6y.&Patch o41'll'd'� Polystick material of like kind should be set and hand rolled in place over the area neg4itng:such red%il. Patclxng•- membrane shall be a minimum of 6 inches in either direction. The repair should be installed in st a yvay so that water will run parallel to or over the top of all laps of the patch. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry,clean and properly prepared,before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. NOA No.: 14-0717.08 MIAMMADE COUNTY Expiration Date: 09/13/16 � jauaoynli Approval Date: 01/22/15 Page 8 of 9 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE . . .... ...... ...... .. ...... .... . ..... ...... . . ..... .. .. . ...... . . . . ...... NOA No.: 14-0717.08 MMA DADe COUNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 9 of 9 Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Spedit Roof Assembly Comporwits Fasboner Spae tp for AnohodBase Shest and kWitlfy Manufachuner Attscfiment (ita oompanerft Is not used.__- as'trl►") Field:A-"oc 0 Lep.#Rows NOA No.: I© C Q�/ Perimeter.-�-"oc Lep. Rows �•oc l �' -0�"oc- ' Design Wind Pressures,From RAS 128 or Calarlertions: Comer: oc @ Lap,#Rom � PntafQ: �e ,_ �c� Number of Fasteners Per Insulation Pme,c1 BoardMaL �j.tt11 �� SysteDeep Pnissum m FromAw NOA Fk0d Perinfater NA-Comer V�1 oedcr�:� Uj DO b Dt alis a Ap po�n�Noted and Gsuge/Thidmees: Woodbkx*ing, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat. Cant Slope: o 7i Ship, Bass Flashing, Counter- Flashing, Coping,Etc. Arkhor/ese Sheet&No.of Ply(s)• Jam: Mean Roof Heigh. Parapet Height, Height of Base Flashing, Component MaloW. 0. AnchodBase Sheet FasteneNBorfding Materik Material Thi&ness, Fastener :T •Fastener• ••• • Spacing or Submit Menufadruer'a�,Ditalls Sal. Inwietlon Base LjW___TFk Complywith RAS 111 and ChOOM °M8' we. ••••• Some Insulation Sime and Tt is it fess• � •••• • Base inattiorf FasteneNBorfding Material: U1 ......• k /CAo• ..... .. • • .o TOP hfeulation Layer' FT. .:. ..... Top lrfsftlagon Size and Ttddcness: 31l V �llTop Insulation Fs�stenerF Kling Metedel: 7J�4' e�1 . H � Base ShoWs)&No.of Py(s):49 `A$ �(i'� — FT. E � t t l �y l� MGM Py Sheets)A No.of PM&): Roof Height Py Sheet FastenerlBonding Material: t, ( I Top PM f l IOM !fes l mei �� Tap Py F M�IA�MI•I7ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy GAF 1 Campus Drive Parsippany,NJ 07054 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 RER- 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 sting and the AHJ may immediately revoke,modify, or suspend the use of such product or tnatel-ial witt114.•• •••• • their jurisdiction. RER reserves the right to revoke this acceptance, if it is determinellz} Miami-Dude . 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%a Fldrida E iu?ding ..... Code including the High Velocity Hurricane Zone of the Florida Building Code. •••••• •• ••• .. .. . ...... DESCRIPTION: GAF Ruberoid®Modified Bitumen Roof System for Wood Decks... .' . . . . ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logy,city,S M8" . and following statement: "Miami-Dade County Product Control Approved",unless oll*e ise noted... :••'�: herein. 0.9 • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 14-0611.01 and consists of pages 1 through 30. The submitted documentation was reviewed by Jorge L.Acebo. .�J NOA No.: 14-1030.02 MIAMI•DADECOUNTY Expiration Date: 11/06/18 "'• Approval Date: 11/05/15 Page 1 of 30 ROOFING SYSTEM APPROVAL Category: Roofing Sub-Category: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Matrix'' 102 SBS Membrane 5 gallons ASTM D3019 Fiber reinforced rubberized cold-applied Adhesive adhesive for modified bitumen roof systems. GAFGLAS'#75 39.37" ASTM D4601 Type II asphalt impregnated and coated Base Sheet (1 meter)Wide glass mat base sheet. GAFGLAS'#80 Ultima"Base 39.37" ASTM D4601 Type II asphalt impregnated and coated, Sheet (1 meter)Wide fiberglass base sh%et. • . .... ...... GAFGLAS'FlexPly"m 6 39.37" ASTM D2178 Type VI asphalt iftiegitated glass felt (1 meter)Wide with asphalt coating•.•- •.: 9000:0 GAFGLAS'Ply 4 39.37" ASTM D2178 Type IV asphalt impr Boated glassfelt :0000: (1 meter)Wide with asphalt coati>ag."'. :...:. ' GAFGLAS'Mineral Surfaced 39.37" ASTM D3909 Asphalt coated lass mer mat ca sheet •• Cap Sheet (1 meter)Wide surfaced with m npj*al��nules; p ,,,,,• GAFGLAS'EnergyCap' 39.37" ASTM D3909 Asphalt coated,glassfilaer mat cap sheet BUR Mineral Surface Cap (1 meter)Wide surfaced with mineral granulesewit0ho ..••:* '" Sheet factory applied Er ergICote •0060 • GAFGLAS'Stratavent' 39.37" ASTM D4897 Fiberglass base she8f coped on bbVt sides ' Eliminator'Perforated (1 meter)Wide with asphalt. Surfaced on the bottom side Venting Base Sheet with mineral granules embedded in asphaltic coating with factory perforations. GAFGLAS'Stratavent' 39.37" ASTM D4897 A nailable, fiberglass base sheet coated on Eliminator''Perforated (1 meter)Wide both sides with asphalt. Surfaced on the Nailable Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. Ruberoid'SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld'" Smooth (1 meter)Wide polymer-modified asphalt and smooth surfaced. Ruberoid'SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld'Granule (1 meter)Wide polymer-modified asphalt and surfaced with mineral granules. RoofMatch'' 107 sq. ft. ASTM D6164 Non-woven polyester mat coated with SBS Modified Granular (9.9 m2) SBS polymer-modified asphalt and surfaced with colored mineral granules. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld' 170 FR (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules. NOA No.: 14-1030.02 MIAMI-DADE COUNTY Expiration Date: 11/06/18 •'• - Approval Date: 11/05/15 Page 2 of 30 Test Product Product Dimensions Specification Description Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld"Plus (I meter)Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld'"Plus FR (1 meter)Wide retardant polymer-rr..todified asphalt and surfaced with mineral granules. Ruberoid®EnergyCap- SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld"Plus FR (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid®SBS 39.37" ASTM D6163 Non-woven polyester mat coated with Heat-Weld'"25 (1 meter)Wide polymer-modified asphalt and smooth surfaced. Ruberoid®Mop Granule 39.37" ASTM D6164 Non-woven polyester mat coated with (I meter)Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoid Mop Smooth 39.37" ASTM D6164 Non-woven polyester mat coated;:k •••••• (I meter)Wide polymer-modified: ;;pt►a�t and SgVpotll • surfaced. ...... .. ...... Ruberoid®Mop Plus 39.37" ASTM D6164 Non-woven polyestep bat coated with • (1 meter)Wide polymer-modifred.Aphalt and:WgCed • with mineral granul2S.•• '• •. Ruberoid®Mop 170FR 39.37" ASTM D6164 Non-woven polyester Mat coatek wilt fire ••••• • otied asphalt and(I meter)Wide retardant polymer•34 r• •••••• .• surfaced with minCral'gr':nules. •...;. Ruberoid®Mop FR 39.37" ASTM D6164 Non-woven polyester mat coat@*d Willi fire . (I meter)Wide retardant polymer rxeaified asphalt&Vd • surfaced with mineral granules. •• • Ruberoid®Torch Smooth 39.37" ASTM D6222 Non-woven polyester mat coated with (1 meter)Wide APP modified asphalt and smooth surfaced. Ruberoid®Torch Granule 39.37" ASTM D6222 Non-woven polyester mat coated with (I meter)Wide APP modified asphalt and surfaced with mineral granules Ruberoid®EnergyCap'"Torch 39.37" ASTM D6222 APP modified cap membrane with a torch Granule FR (1 meter)Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCoteT`''. Ruberoid®EnergyCap'"Torch 39.37" ASTM D6222 APP modified cap membrane with a torch Granule Plus FR (1 meter)Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCoten''. RoofMatchT" 107 sq. ft. ASTM D6222 Non-woven polyester mat coated with APP Modified Granular (9.9 m2) APP polymer-modified asphalt and surfaced with colored mineral granules. Ruberoid'Torch FR 1 meter ASTM D6222 Non-woven polyester mat, coated with fire (39.37")Wide retardant asphalt modified bitumen membrane with granule surface. NOA No.: 14-1030.02 MIAMI•DADE COUNTY Expiration Date: 11/06/18 UUMM411 Approval Date: 11/05/15 Page 3 of 30 M t Test Product Product Dimensions Specification Description Ruberoid®20 1 meter ASTM D6163 SBS modified asphalt base sheet reinforce (39.37")Wide with a glass fiber mat. Ruberoid®30 1 meter ASTM D6163 Non-woven fiberglass mat coated with (39.37")Wide polymer modified asphalt and surfaced with mineral granules. Ruberoid®30 FR 1 meter ASTM D6163 Non-woven fiberglass mat coated with fire (39.37")Wide retardant,polymer-modified asphalt and surfaced with mineral granules. Ruberoid®EnergyCap-30 FR 1 meter ASTM D6163 Non-woven fiberglass mat coated with fire SBS Membrane (39.37")Wide retardant,polymer-modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid®Dual FR 39.37"(1 meter) ASTM D6162 Non-woven polyester and fiberglass mat Wide coated with file retardant,polymer- modified asphalt and surfaced with mineral granules. 000* Topcoat®Elastomeric Roofing 1, 5 or 55 gallons ASTM D6083 An acrylic,water tased.elastorhgti .• •• Membrane membrane system'dWtgted to protect various types of roo6rog surfaces. •• •••••• Topcoat®MB Plus 5 or 55 gallons Proprietary Water based,low VOE•primer used to ;0.0• block asphalt bleed'thtaygh. ;...% ' Topcoat 5 gallons ASTM D6083 Solvent based spraable Thermoplastic • Surface Seal SB rubber sealant des tie; tb protpthAd restore aged roof 4VJP .s and to increase a roofs reflectivit;. ' : 0 0 ....:. FireOut7 Fire Barrier Coating 5, 55 gallons Proprietary Low VOC,water-bas e4 fire barrier• coating. •• •••' • VersaShield® 42"x 100' rolls ASTM D226 Non-Asphaltic, fire resistant fiberglass- Fire-Resistant Roof Deck based underlayment. Protection NOA No.: 14-1030.02 MmmM nADECOU14W Expiration Date: 11/06/18 •• Approval Date: 11/05/15 Page 4 of 30 APPROVED INSULATIONS: Table 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuard'Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard'RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuardT'RN Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuardT'Perlite Recover Board Perlite recover board GAF EnergyGuard'Perlite Roof Insulation Perlite roof board GAF EnergyGuard'*'RA Composite Polyiso Polyisocyanurate/wood fiberboard GAF Insulation or perlite composite Structodek"High Density Fiber Board High density wood fiber Blue Ridge FiberBoard, Inc. Securock®Gypsum-Fiber Roof Board Gypsum board United States Gypsum Corp. APPROVED FASTENERS: • . . .... ...... TABLE 3 '• ' "' ' ' Fastener Product Product ••Wanufacturer• •• • Number Name Description Dimensions (NYjtkCurrept NQA) ;••••; 1. Drill-Tec'#12 Fastener Carbon steel fastener used Various 0••0•• GAS••0*• ••••• in steel or wood decks. •••••• ••••• .. .. . ...... 2. Drill-Tec"'#14 Fastener Carbon steel fastener used Various ;••;•; GAF •. in steel,wood or concrete ' ' :...% 1000" decks. • •0.000 3. Drill-Tec'XHD Fastener Carbon steel extra heavy Various 00 0 GAF'•,'0;0 duty fastener used in steel decks. 4. Drill-Tec''AccuTrac'Flat AZ-SS aluminized steel 3"x 3" GAF Plate plate for use with Drill- Tec'#12 Fastener,Drill- TecT'#14 Fastener and Drill-Tec'#15 Fastener. 5. Drill-Tec" ASAP 3S Drill-Tec'#12 fastener Various GAF with Drill-Tec'"3" Standard Steel Plate. 6. Drill-Tec"AccuTrac® Galvalume Steel plate for 3" x 3" GAF Recessed Plate use with Drill-Tec' fasteners. 7. Drill-Tec'3"Steel Plate Round galvalume steel 3" GAF stress plate for use with Drill-Tec'" fasteners. 8. Drill-Tec'3"Standard Round galvalume plated 3" GAF Steel Plate steel stress plate with reinforced ribs for use with Drill-Tec'" fasteners. NOA No.: 14-1030.02 MIAWDADECExpiration Date: 11/06/18 • OUN Approval Date: 11/05/15 Page 5 of 30 Fastening Any of above base sheets attached to deck approved annular ring shank nails and Options: 3"inverted Drill-Teel"insulation plates at a fastener spacing of 9" o.c. at the 4" (Continued) lap staggered in two rows 9" in the field. (Maximum Design Pressure—60 psf.See General Limitation #7) GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec"#12 Fastener,Drill-Tec" #14 Fastener or Drill-Tec"XHD Fastener and Drill-Tec'3" Steel Plate,Drill-Tec'AccuTrac'Flat Plate or Drill-Tec'" AccuTrac'Recessed Plate installed 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: (Optional except over Ruberoid®Mop Smooth,Ruberoid®20,Ruberoid®SBS Heat-Weld' Smooth or Ruberoid'SBS Heat-Weld'"25)One or more plies GAFGLAS®Ply 4 or GAFGLAS®FlexPly'6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Ruberoid®Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of Ruberoid®Torch Smooth,Ruberoid®Torch Granule,RoofMatch:.. APP Modified Granular,Ruberoid®EnergyCapT"Torch Grarmle FSR,Rubex iilf'• 000000 EnergyCapT" Torch Plus FR,or Ruberoid®Torch FR torch applied nccordir► gjo; •, manufacturer's application instructions. 906:00 " 9090" Or ...... One or more plies of Ruberoid®SBS Heat-Weldd'Plus,Ruber9jq.SBS H%t-'00 ,,,,•� Weld&'Plus FR,Ruberoid®SBS Heat-Weld" 170 FR,Ruberpid®$pergyCap`. .•�.•• SBS Heat-Weld'"Plus FR,Ruberoid'SBS Heat-Weld'"Grar"e�RuberoV9M •••••• Heat-Weld' Smooth and Ruberoid®SBS Heat-Weld T'25 aplliegalcording to •, manufacturer's application instructions. 9090" Surfacing: Optional on granular surfaced membranes; required for smeoth membnrjms. ••• Chosen components must be applied according to manufacturer's applib'atidh instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq.respectively in a flood coat of Approved asphalt at 601bs./sq. 2. GAFGLAS®Mineral Surfaced Cap Sheet,Tri-Ply®Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCap'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. 3. Topcoat®Membrane,Topcoat®MB Plus(to be used as a primer with Topcoat® Membrane)or Topcoat®Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening Options NOA No.: 14-1030.02 MmmmADECOUNTY Expiration Date: 11/06/18 ••�l � Approval Date: 11/05/15 Page 29 of 30 WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®F1exPlyTlm 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4"DensDeck®Roof Board or 1/2"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 side lap and one down the center of the sheet alldwtag •••• a continuous area of ventilation. Encircling of the strips is not acceptable. A 6: break shall 1 • 000 placed every 12'in each ribbon to allow cross ventilation. Asphalt application 9tgitbgr system s$$11 ;• be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limned to a maximum design pressure of 45 psf. 060000 ' 5. Fastener spacing for insulation attachment is based on a Minimum Characteristio'Farce(F')value of ••;••• 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If't VZstene1.+al4Q' 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;ttaehoient i%basad •••„• on a minimum fastener resistance value in conjunction with the maximum design value listeov thrn a specific system. Should the fastener resistance be less than that required, as d'ewininned by iha.• •• Building Official,a revised fastener spacing,prepared, signed and sealed by a Florida Registe ea • Engineer,Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117.Calculations prepared, signed and sealed by a Florida registered Professional Engineer,Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination 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 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-1030.02 MIAMI•DADECOUNW Expiration Date: 11/06/18 ••, , Approval Date: 11/05/15 Page 30 of 30 3/31/2016 TGFU.R1306-Roofing Systems 50. Deck: NC Incline: 1/2 Barrier Board(Optional):— One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or"DensDeck@ Prime ` Roofboard" or"DensDeck@ DuraGuardT" Roofboard", minimum 1/4-in. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. Insulation(Optional):— Minimum 1/2-in. wood fiber, mechanically fastened. Slip Sheet(Optional):— One ply "StormSafeT"", mechanically fastened. Base Sheet:— One ply "LibertyTM SBS Self-Adhering Base/Ply Sheet' or"RUBEROID@ SA Base/Ply Sheet', self-adhered. Membrane:— "RUBEROID@ HW Granule FR" or"RUBEROID@ HW Plus Granule" or"RUBEROID@ HW Plus Granule FR" or "RUBEROID@ SBS EnergyCapT" Heat Weld Plus FR", torch applied or"RUBEROID@ 30 Granule FR" or"RUBEROID@ 30 Granule FR HT" or"RUBEROID@ EnergyCapT^' 30 Granule FR", fully adhered with hot roofing asphalt. 51. Deck: C-15/32 Incline: 1/2 Insulation(Optional):—Any UL Classified, any thickness, mechanically fastened. Barrier Board:— Minimum 1/2-in. thick gypsum board or minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuardT" Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), mechanically fastened. Base Sheet:— One ply "LibertyT" SBS Self-Adhering Base/Ply Sheet' or"RUBEROID@ SA Base/Ply Sheet', self-adhered. Membrane:— "RUBEROID@ HW Granule FR" or"RUBEROID@ HW Plus Granule" or"RUBEROID@ HW Plus Granule FR" or "RUBEROID@ SBS EnergyCapT'" Heat Weld Plus FR", torch applied or"RUBEROID@ 30 Granule FR" or"RUBEROID@ EnergyCapT" 30 Granule FR", fully adhered with hot roofing asphalt. 52. Deck: NC Incline: 1 Primer:— "TOPCOAT@ FireOutT" Fire Barrier Coating" or"FireOutT" Fire Barrier Coating", applied at a rate of 1-gal./100-ft.2. Base Sheet(Optional):— One ply "LibertyT" SBS Mechanicall Attached Base Sheet', mechanically fastened. Ply Sheet:— One ply "LibertyTM SBS Self-Adhering Base/Ply Sheet' or"RUBEROID@ SA Base/Ply Sheet', self-adhered. Cap Sheet:— "RUBEROID@ SA Cap FR Sheet', self-adhered. 53. Deck: C-15/32 Incline: 1/2 0 0000• • • 0000 0000•0 Primer:— "TOPCOAT@ FireOutT" Fire Barrier Coating" or"FireOutT" Fire Barrier Coating", applied•a4 a rate of Moat/:00-ft.2. % Slip Sheet(Optional):— One ply "Storm SafeT"", mechanically fastened. 0000•• •• 0000•• Base Sheet(Optional):— One ply "LibertyT" SBS Mechanicall Attached Base Sheet', mechanicallyftiatened. • • • Ply Sheet:— One ply "LibertyT" SBS Self-Adhering Base/Ply Sheet' or"RUBEROID@ SA Base/PI yWgt", self-odher*d. :0000: Cap Sheet:— "RUBEROID@ SA Cap FR Sheet', self-adhered. • • 0 0000• 0000 • 0000• 54. Deck: NC Incline: 1 *0:00: • • ••••• •• •• • 0000•• • Barrier Board(Optional):— One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ RoofboeRiil'•or"DensDdtk@ Prime • Roofboard" or"DensDeck@ DuraGuardT" Roofboard", minimum 1/4-in. thick, or United States Gypsumto:"SECuROCK@ Roof Cos J• (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in, thick. 0 0 :•000• 0 • Insulation(Optional):— Perlite or fiber glass or polyisocyanurate or urethane or perlite/polyisoayanoratte composite. 0000•• Base Sheet:— One or more plies Type G2 "GAFGLAS@ #75 Base Sheet' or"Tri-Ply@ #75 Base Neet"•or"GliFMU #801Jltima?" Base Sheet' or"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet' or"GAFGLAS@ Stratavent@ Perforated VMincf Base Sheet" or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet' or"Tri-Ply@ BUR Granule Cap Sheet', mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet(Optional):— One or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra-Flexible Ply 6", fully adhered with hot roofing asphalt. Membrane:— One ply "RUBEROID@ Torch Smooth" or"Tri-Ply@ APP Smooth", torch applied or"RUBEROID@ Mop Smooth" or "RUBEROID@ Mop Smooth 1.5" or"RUBEROID@ Mop Smooth Plus", fully adhered with hot roofing asphalt. Membrane:— "RUBEROID@ Mop Plus Granule FR" or"RUBEROID@ EnergyCapT" Mop Plus Granule FR", fully adhered with hot roofing asphalt. 55. Deck: NC Incline: 1 Barrier Board(Optional):— One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuardT" Roofboard", minimum 1/4-in. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. Insulation(Optional):— Polyisocyanurate or wood fiber or perlite or glass fiber, any thickness, mechanically fastened or fully adhered with hot roofing asphalt. Base Sheet:— One or more plies Type G2 "GAFGLAS@ #75 Base Sheet' or"Tri-Ply@ #75 Base Sheet' or"GAFGLAS@ #80 Ultima TM Base Sheet' or"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet' or"GAFGLAS@ Stratavent@ Perforated Venting Base Sheet', mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet:— One or more plies "RUBEROID@ 20 Smooth" or"RUBEROID@ Mop Smooth" or"RUBEROID@ Mop Smooth 1.5" or "RUBEROID@ Mop Smooth Plus" fully adhered with hot roofing asphalt. Membrane:— "RUBEROID@ HW Plus Granule FR" or"RUBEROID@ HW Granule FR" or"RUBEROID@ EnergyCapT" HW Plus Granule FR" or"RUBEROID@ HW Plus Granule" or"RUBEROID@ HW Granule", torch applied. 56.,Deck: C-15/32 Incline: 1/2 , Base Sheet:—Two or more plies Type G2 "GAFGLAS@ #75 Base Sheet' or"Tri-Ply@ #75 Base Sheet' or"GAFGLAS@ #80 UltimaT Base Sheet' or"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet', mechanically fastened. Membrane:— "RUBEROID@ HW Plus Granule FR" or"RUBEROID@ HW Granule FR" or"RUBEROID@ EnergyCapT" HW Plus Granule FR" or"RUBEROID@ HW Plus Granule" or"RUBEROID@ HW Granule", torch applied. 57. Deck: NC Incline: 1/2 Base Sheet:— "RUBEROID@ Mop Smooth" or"RUBEROID@ Mop Smooth 1.5" or"RUBEROID@ Mop Smooth Plus", fully adhered with http://database.ul.com/cgi-binOM/tem platefLISEXf/1 F RAM E/showpage.htmI?name=TGF U.R 1306&ccnshortf tle=Roofing+System s&obj id=1074351933&cfg... 16/44 r `Sons` Miami shores Village ME Og/t Building Department 10050 N.E.2nd Avenue fi,�R'�pp► Miami Shores, Florida 33138 Tei: (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 Date: 10050 NE 2nd Ave Miami Shores, F133138 r ^ r Re: X Owner's Name: �74 �Vt' Property Address: �� M 6 l3 A-V Mr7kM( ' ?� p Y tfOY�S E� .3313,, ...• ...... • Roofing Permit Number: •••;•• ....:. Dear Building Official: •••• •••• I OlJd GIl�c H- certify that I am not required to retrofit the rbuICZvall c;gpgl;ions building because: •••••• • The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.OQ. Please Mch roof of ad valorem taxation. ' o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) �4 vo vuvot� Asp� � X ��8�a s z Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this _day of-.370 Y\Q -OL b �'aY^o'% JOSEFINA GEREI Notary Public, Sate of Florida at Larger,7,7 o u c• tate of Florida �, .e My Comm.Expires Sep 30,2ofe • When the just valuation of the structure for purpose of ad valorem taxation is equal of ,, 11„ .g`'300,0O0nlfhls5 d11R *V"2�not nstructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for ttie atyAssn Revised on 50/2009 r , 5µ wM FLORIW SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 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 govern the minimum requirements and standards of the industry for roofing system installations.Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor.The owner's initial in the designated space indicates that the item has been explained. X2. Renailing wood decks: When replacing roofing,the existing wood roof deck may have to nailed in accordance with the current provisions of Section R4403. (The roof deck is usually co ealed prior to removing the existing roof system). X 4. Exposed Ceiling: Exposed,open beam ceilings are where the Inderside of tA;rva1'deckiQq••.• can a 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 acceptably'Mvprovides theroption4•.% mai taining the appearance, •••••• • • 6. Overflow scuppers(wall outlets): It is required that rainwater flewsa" so t%1111410of is.,,,,• not overloaded from a buildup of water. Perimeter/edge wail or other roof ext lltmmay block-this .' discharge if overflow scuppers(wall outlets)are not provided. It may be nec4ssary to instdllovjrflow •••• • scuppers in accordance with the requirements of Sections R4402, R4403 a4L, 4413. • .... ...... n . . r O+-ent's Signature Date Co*rhature Date Property Address Permit Number e-*W/ WTV �G .3343g Revised on 7/9/2009 LD;07/01/2015; Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY - LBT 6665302 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES MG EXCELLENT SERVICES RENEWAL SEPTEMBER 30, 2016 CORPORATION 6937289 360 W 64 ST Must be displayed at place of business HIALEAH, FL 33012 Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED MG EXCELLENT SERVICES 196 SPECIALTY BUILDING BY TAX COLLECTOR CORPORATION CONTRACTOR 45.00 09/29/2015 Worker(s) 1 CCC1328452 0247-15-006046 This Local Business Tax Receipt only confirms payment of the local Business Tax.The Receipt is not a license, permit,or a certification of the holders qualifications,to do business.Holder must comply with any governmental or nongovernmental regulatory laws and requiremems which apply to the business. The RECEIPT NO.above must be displayed on all commercial vehicles-Miami-Oade Code Sac Rs-276. ®I For more information,visit lt)ww mii idads ov/texcollec ar Jul 12 2016 10:48AM Univista Insurance 3052288969 page 1 CERTIFICATE OF LIABILITY INSURANCE °"�� "�' 07/1 121201 zrz016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS ^'RTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES ,OW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED IRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain Policies may require an endorsement. Astatement on this certificate does not confer rights to the certificate holder in Ileu of such endorsement(s). PRODUCER CONTACT GRICEL GONZALEZ G&E Insurance Consuitents,ine. PHONE . (305)228-8988 Fax Nok (305)228-8969 9880 SW 40th StrBel M'UL grice15820({gccomcast.net Miami,FL 33165 INSURERIS)AFFORDING COVERAGE NAI;0 Phone (305)228-8988 Fax 305 228-8969 INSURERA: UNITED SPECIALTY INSURANCE COMPANY INSURED IN-SURER B MG EXCELLENT SERVICES CORP -INSURER C, 360 WEST 64 ST INSURER D• NTAMIFL 33012 INSURER E: IRFJ't F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, ggEXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAMS. IC7R TYPE OF INSURANCE ADDLSUBR POLICY EFF POLICY EXP POLICY MBER LIMITS © COMMERCIAL GENERAL LIABILITY ❑ CLAIMS-MADE Q OCCUR EACH OCCURRENCE 1000 000.00 DAMAGE TO RENTED $ 000 .00 A F-1N N S111003A21885 01/13/2016 01/13/2017 MED EXP an °" S 5,000.00 PERSONAL&ADV NJURIr s 100 0 ,000.00 POLICY ED jE� 11 LOC GEN AGGREGATE LMRAPPLESPER: GENERAL AGGREGATE s 2,000,000,00 B P ❑ OTHER 00 PRODUCTS-COMP/OPAGG S 2,0 ,000.00 s AUTOMOBILE LIABILITY OMBINED SINGLE LIMIT a aeclderlt J ANYAVTO BODILY INJURY(Per Person) $ AUTIDS NED ❑ SCHEDULED BODILY INJURY(Per accldenf $ O HIRED AUTOS AO AWNED PROPERTY DAMAGE S s ❑ UMBRELLA LIAR ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS LMB El CLAIMS-MADE AGGREGATE $ DED RETENTION WORKERS COMPENSATION PER OTH AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETOR/PARTNER/EXEC OFFICE R/MIEMBEREXCLUDED? UTN] N/A E_L.EACH ACCIDENT $ (Mandatory M NH) Mya,describe undo E.L.DISEASE-EA EMPLOYE S DESCR�TIDN OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LCCA110NS/VEHICLES IAneeh ACORD 101,Additional rbmarlcs Schedule.M more sped*Is required) RUFING CONTRACTOR LICENSE:CCC1328452 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE CITY MIAMI SHORES THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN BUILDING DEPARTMENT OF MIAMI SHORES ACCORDANCE WTH THE POLICY PROVISIONS. 10050 NE 2 AVE AUTHORIZED REPRESS LIVE MIAMI SHORES FL 33138 FAX 3057568972 L 23---LQ21 ACuRD 26(2014/01)QF ®1988-2014 ACORD COR RATION. All rights rose d. The ACORD hams and logo are registered marks ofRD