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RF-13-2494e � � Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 207351 Permit Number: RF -11 -13 -2494 Scheduled Inspection Date: March 21, 2014 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: RINCON, NINFA Work Classification: Tile /Flat Job Address: 38 NE 109 Street Miami Shores, FL 33161 -7040 Project: <NONE> Contractor: OBENQUR ROOFING SHEET METAL & SUPPLY CO. INC Building Department Comments RE -ROOF TILE AND FLAT Phone Number Parcel Number 1121360110370 INSPECTOR COMMENTS False Inspector Comments Phone: 305 - 757 -2612 Passed CREATED AS REINSPECTION FOR INSP - 202446. No ladder Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 20, 2014 For Inspections please call: (305)762 -4949 Page 7 of 22 F.I.Ee FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT-INNOVATION-INTEGRATION Owner's Name: Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378- 1991 -Fax: (305) 378 -1997 Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273 SITE SPECIFIC INFORMATION Job Address: t Roofing Contract= ® Q Permit Number: I 4R &)-e of Tile: Approximate Roof Height: 7- feet Slope: t2, Approximate Square Footage: gaimb ft Type of Access to Roof: -��Ladder OtherRequired Testing Force: f-lbs. Testing Equipment: 4.9,Ej 100x Shim o Instrument Date Installed: Date of Inspection: TEST RESULTS P= PASS, F= FAIL Test Location P or F Test Location P or F Test Location P or F Test Location P or F Test Location P or F 1 21 -el *ZVK21 41 61 81 2 22 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 , 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 1 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 1 79 99 20 40 60 1 80 100 ---------------------------------------------------------------------------------------------------------------------- IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: ft Area Units or ft2 No. of Tests Perimeter cap Field Corners Hips & Ridges -el *ZVK21 10 ®®e►aefare�, RESPF�6I.ltl�%D BY' o' 0 No 63107 Z �:+-C' V l ala 0, 0*'4J UV StaQj 10NA1eaa RE: Permit # q,P Miami Shores Village Building Department INSPECTION AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: I &W1 Ll . l Uu licensed as a (n) Contractor / Engineer / Architect, (Print name and circle Ucense Type) FS 468 Building Inspector License #: CC ® 1 `0 0 On or about � 1 did personally inspect the roof deck nailing and (Date 8 time) o 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) State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this :z Notary Public, Sate of Florida at of " . � 0 1 'General, BuHftg, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such permit # and address # dearly shown marked on the deck for each Inspection Revised on 5/21/2009 CAYNOW A. DUFFIt NtWy Pdtic - State of FIWW My Cain. Apr 15.2011 Commholm 0 FF 6417 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: JOB ADDRESS: BUILDING City: Miami Shores Folio/Parcel #: i k" a 3 ko — o t i c Is the Building Historically Designated: Yes OWNER: Name (Fee Simnle_Titleholder) :__�� Address: M City: I 1 1 I State: WU 0 4 2013.E FBC 20 l3 Permit No. Master Permit No.-�I ROOFING Miami Dade Zip: NO V Flood Zone: Jam-►' /' h.-� � - Phone#:- - 33 CONTRACTOR: Company Name: hr Phone#:''4 �Z Address: q O C 01-7 11 S City: M�UMi- sheen-5 State: _ '�— Zip: 33%3 d' Qualifier Name: D . 0 C) Phone#:: 7.Y % -, State Certification or Registration #: l t '7 '� ' Certificate of Competency #: _ & "d Contact Phone#.0� 2S2W &o (G— Email Address: 1_2 W1- Zw pzmri e!e koz a e ® NYj DESIGNER: Architect/B i . Phone#: Value of Work for this Permit: $ ,, I Q ' CD Square/Linear Footage of Work: 7 L"7 Type of Work: ❑Addition CIA ration ONew CdRep epla ODemolition Description of Work: a 117 Submittal Fee $��_ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE 0 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address city State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND' TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant trust promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signatur Owner or Agent Contractor The foregoing instrument was acknod before me this � The f going instrument was acknowledged before me this i day of , 20 , by .�l�671— day of 20 � 3 , by 1 who 4;; known to me or who has produced who is p n own to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: _/ Print: ✓✓ My Commission APPROVED BY MY Commission FF n ; ... E01m o4/21r rw as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: �f' terry ruCnC Of FkxWs My Co 06e Hart vrcoi FF 010644 04/21=17 ,IY /113 Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10J07)(Revised 06 110/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: I o 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Property Address: t k)c IIJ9 Roofing Permit Number. Dear @uilding Official: I t— C c` R� certify that I am not required to retrofit the roof to wall connections of my building because: tr he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was 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) Signature State of Florida County of Dade (11 IL Qopn Print ame 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 ?S day of Notary Public, Sate of Florida at Large Notary Public State of Florida Sandra Dee Hart My Commission PF 010644 Expires 04)2112017 When the just valuation of the structure for purpose of ad valorem taxation Is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof m Well connection Hurricane Milgdon. Revised on 5/2111009 Show Me: Properlylrtformation W Search By: [Se # -- Text only 1 Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11- 2136 - 011_ -0370 Property: 38 NE 109 STtlb Mailing NINFA RINCON Address: 33161 - Property Information: rimary Zone: 1000 SGL FAMILY - 2101- 2300 SQ LUC: 001 RESIDENTIAL - SINGLE FAMILY edsBaths: 3/1 al Photography -2012 0 - 112 ft Living Units 1 dj Sq Footage: 1,825 Lot Size: 9,225 SQ FT My Home I Property Information I Property Taxes 38 NE 109 ST MIAMI SHORES 33161 - Property Information: rimary Zone: 1000 SGL FAMILY - 2101- 2300 SQ LUC: 001 RESIDENTIAL - SINGLE FAMILY edsBaths: 3/1 al Photography -2012 0 - 112 ft Living Units 1 dj Sq Footage: 1,825 Lot Size: 9,225 SQ FT Year Built: 1952 My Home I Property Information I Property Taxes 1 My Neighborhood I Property Appraiser 36 52 41 PB 52 -33 DUNNINGS MIAMI SHORES Home I Using Our Site I Phone Directory I Privacy I Disclaimer Legal Description: EXT NO M LOT 5 BLK 215 LOT SIZE 75.000 X 123 OR L432-4988011001 Assessment Information: If you experience technical difficulties with the Property Information application, Year: 2012 2011 or wish to send us your comments, questions or suggestions please email us at Webmaster. Land Value: ,421 $83,801 Building Value: $123,509 123,603 Market Value: $198, $207,404 Web Site Assessed Value: 198,930 $207,404 ©2002 Miami -Dade County. Exem tion Information: All rights reserved. ear: 201_2_ 2011 Homestead: $25,000 $25,000 < nd Homestead: YES YES Taxable Value Information: Year: 2012 2011 Applied Applied a Taxing Exemption/ Exemption/ uxing. : Taxable Value: Taxable Value: Regional: 50,000/$148,930 50,000/$157,404 County: 50,000/$148,930 50,000/$157,404 City: 50,000/$148,930 $50,000/$157,404 School s25.0003173_A30$25.000/R182.404 g isims2.miamidade.g oVmyiiome/propmap.asp �aE Legend Property Boundary Selected Property Street ,#/ Highway uMiami -Dade County ® Water N W a 1/2 ROOF ASSEMBLIES ANDIROOFTOP STRUCTURES I 1� s d�Jliam! SCE ®Y�s �ill�g� --� Florida Building Code Edition�2%0 ��PT V � H -Velocity Hurricane Zone Uniform Permit Ap�gcatlon o y it Section A (General lnfonnat end T master ,�tdNb: Fngrr�s A,r.ICE WITH ALL FEDERAL contractor's Name J ? RFGl11 ATln7 pS Job Address ^� T ---- -- ROOF CATEGORY ; ew Slope ❑ Mechanically Fastened Tile /mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes • ❑ Prescriptive BUR -RAS 150 ROOF TYPE 3 ❑ New Roof Reroofing E3 Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) I ! Section B (Roof Plan) pQ 15.34 i1 UILDING r High Velocity Hurricane zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify ( / as'NA7 l p System Manufacturer LOA N 11 OA No.:- n., �L OA Design Wind Pressures, From RAS 128 or Calculations. 13max1: Pmax2:11 J Pmax3: 1 i--)b Max. Design Pressure, FroM the fic NOA System: S 1. Deck: Type: u-100d Gauge/rhickness: 314 Slop: jk:�Q-t Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer. Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Tap Insulation Layer� Top Insulation Size and Thickness:_ Top Insulation Fastener/Bonding Material: Base Sheets) & No. of Ply(s),k -" Base Sheet Fastener /Bo Material: IT Ply Sheet(s) & No. of Ply(s): �~ Y P Sheet Fa, Te onding M erial: To �i�i c 4-.1_ Tap Ply Fastener/ Bonding t l n Surfacing: 1C Fastener Spacing for Anchor /Base Sheet Attachment Field: ' oc @ Lap, # Rows _2, —" oc Perimeter. Ax oc @ Lap, # Rows @ cc Comer: 4d- cc @lap. # Rowg5-- @-(0—" oc Number of Fasteners Per insulation Board Field Perimeter qg rner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. FT. IParapet I Height ®rte r t . to r� ® -0 Mean Roof Height u:ui & G Pormsu ming racicenroo1mg pacicet compiete.aocs /' /rzu12 t ` ,i r Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) HIGH - VELOCITY HURRICANE ZONES Roof System Manufacturer:--------4 ti FD a Product Approval Number: > ' Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 39.1 - -cee -I —ICO.1 N 3 P1: • 3 Z ►Arl P2: 13-40 tv%L A. P3: 25 • (wo M V Maximum Design Pressure Product Approval Specific System: / Method of the attachment: U Roof Slope: 12 Steep Sloped Roof System Description Deck Type: 7 ype Underlayment: Insulation: \Fire BaC rr Ridge Ventilation? Mean Roof Height: k 2' —Le 2010 FLORIDA BUILDING CODE -- RESIDENTIAL Type & v+1 rr Cap Sheet: a0 Roof Coveting: 5 O Type & Size Drip 1(� dge: 3 44.23 ` 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. Compare the values for 14 with the values from Mt. If the M, values are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P,: 39. X0 313 =I-1-13J-Mg: _ 19) = M,, 4-32- Product Approval M, (P2: (nSr, 1 x jx - 313 = �LA• 31 f -Me: 7.91 = Mi2 l i Y o Product Approval M, L!° (P3:160 • x . 313 = 3. 1 • S ) - M9: -7-91 = M„ 2-3- Product Approval M, 14 o - Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,) From Table Below Product Approval M, M Re uirad Moment Resistance" Mean Root Height -► Roof SI 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39:8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 'Must be used in conjunction with a list of moment based the systems endorsed by the Browatd County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compare the values for F' with the values for F, if the F values are greater than or equal to the F, values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P,: x 1: = x w:= _ ) - W: x cos & - = F„ Product Approval F (P2: x 1: = x w:= _ )-w: x cos 0: - = F,2 Product Approval F (P2: x 1: = x w:= _) - W: x cos 0: _=_.F F,3 Product Approval F Where to Obtain Information Des pion Symbol 1, Where to find Desbn Pressure P1 or P2 or P3 RAS 127 Table / or by an en&eeft analysis prepared by PE based of ASCE 7 Mean Rod HelgM H Job Site Hoof Scope 0 Job Site Aerodtmamk Wfflplter Product AWoyal Restcrlr . Mornara due to Gravity % Product Approval ReaisUmoe M, Product Approval Moment Resislarve M, Calwlated Mirtimam Riasistarme F Product Awroyal Wit R111is a F, Catcutated Average Tito weigh w Produa Approval Tito Dimensions N° $01190 Product Approval All aftiladam must be submitted to the Millding 0111dal at the lime of permit applicadom t e ' M�IA�M�I li 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-B90 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) •miamlaademay /sera -Boral Roofing, LLC ?575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is Ding 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 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION::Saxony 900 Concrete hoof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and 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. X12 - 0222.03 COMO= Expiration Date: 04126/17 Approval Dater 04/19/12 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category., Roofing Sub-Cateeorv: Roofing Tiles Material: Concrete eck T e• 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 Manufactured by Test Product Applicant Dimensions Specifications Descrintion Saxony 900 l = 17" TAS 112 Flat profile, interlocking, high - w =13" TAS 102 & TAS 102(A) pressure extruded concrete roof tile The Center for Applied 1 -5/32" thick Slate Static Uplift Testing equipped with two nail holes. For Engineering, Inc. 1 -9/32" thick Shake & TAS 101 (Mortar Set) direct deck or battened nail -on, mortar The Center for Applied Split Shake Static Uplift Testing set or adhesive set applications. Trim Pieces Length: varies TAS -112 Accessory trim, boosted Barcelona, Width: varies concrete roof pieces for use at hips, 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 Aeencv 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) CATROVED, NOA No.: 12- 0222.03 (l♦ Expiration Date: 04126/17 Approval Date: 04/19/12 Page 2 of 8 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 R1.894 82.894 R3.894 520109 -1 520111 -4 520191 -1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing TAS 102 (1 Quik Drive Screw, Battens) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain TAS 100 Physical Properties TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 OUNWWry NOA No.: 12 -0222.03 Expiration Date: 04/26/17 Approval Date: 04119/12 Page 3 of 8 Walker Engineering, Inc. Evaluation 25 -7183 March 1995 Saxony 900 Slate Shake & Split Shake Calculations 1.417 1.08 Walker Engineering, Inc. Evaluation Aerodynamic Multipliers January 2007 Calculations Walker Engineering, Inc. Calculations Two Patty Adhesive Set April 1999 Walker Engineering, Inc. Evaluation System 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 submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions ii x w Tile Profile Weight W (lbf) Length -1(11) Width w (11) Saxony 900 Slate Shake & Split Shake 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers -;L ( ) Tile 2, (11) X (11) Profile Batten Application Direct Deck Application MonierUtetile Saxony 900 n Inc CNNrye tOtry NOA No.: 12- 0222.03 • •� Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 8 Table 3: Restoring Moments due to Gravity - M9 (ft -lbf) TUe 2 ":12" 3 ":12" 4":12" 5,•:12" 6 ":12" Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Dire 900 Deck Deck Deck Deck Deck Dec Slate, 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 1 6.46-1 7.3, Shake & Table 4: Attachment Resistance Expressed as a Moment - Mr (ft Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15132" Direct Deck (min. 19/32" Battens Saxony 900 Slate, Shake & Split Shake 2 -10d F;Unq Shank Nails 1 -10d Smooth or screw Shank Nail 2 -10d Smooth or Screw Shank Nails plywood) 30.9 7.3 14.0 plywood) 38.1 9.8 18.8 172 4.9 7.4 1 18 Screw 30.8 30.8 18.2 2 •#8 Screws 1 -10d Smooth or Screw Shank Nail Field Clio) 51.7 24.3 51.7 24.3 24.4 24.2 1 -10d Smooth or Screw Shank Nail Eave Clio) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails Field Clio) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails Eave Clip) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment Mr (ft -lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Monleri ifeffle Saxony 900 Adhesive 31. Slate, Shake & Split Shake 1 See manufactures component approval for installation re uirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product Inc. Average weight par patty 8 grams. Af'PAOVED NOA No.: 12- 0222.03 Expiration Date: 04!26/17 Approval Date: 04/19/12 Page 5 of 8 Table 6: Attachment Resistance Expressed as a Moment - Mt (ft -lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance rLifetile Saxony 900 Po oam Po ProTM Shake &Spilt Shake '.o',___ .,_� ..__ ... 118. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft4bf) for Mortar Set #ems Tile Tile Attachment Slate, Shake & Spilt Shake 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved ". 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. t. hrrY NOA No.: 12 -0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 6 of 3 NAIL MOMERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) u PROFILE DRAWING WATERLOCK SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) F32 - (slate) X32 ° (shake) tLAY huAMF scoc�Nnr NOA No.: 12- 0222.03 JAPPROVED Expiration Date: 0426/17 Approval Date: 04/19/12 Page 7 of 3 MOMERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE NOA No.: 12 -0222.03 �OVE Expiration Date: 04/26/17 Approval Date: 04/19/12 page 8 of 8 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 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3MTm 2- Component Foam Roof Tile Adhesive AH -160 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 and revises NOA# 11- 0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. 07.1 C 46W APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 L , ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2- Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160 roof file adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs. /ft' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ftz Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Aeency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 01/16/95 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739 -062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F W 2 F'= MS NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof file assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before application ofany adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel ) #1 17 /side on cap and 34/ an N/A Flat, Low, High Profiles 1 #2 24 N/A Flat, Low, High Profiles 1 #3 8 NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 LABELING: All 3MTm 2-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL I SINGLE PATTY Nd #=Mh pMe wnw, My RKMO 7ft) 1 EMCOM FaWa Emewwo*. F&I L- WR&NWW= 4 Khupfmmwu*M NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nd #m8h Pbdc Wnffift Paddy Rmad 789) Nail through Pladc cemsftt Paddy Pradh THO) Undarfayant Undialaymant °Q 7, in. i�r 21n 71 ln� Em Cmm Fuda Fasda Woophob Em Coum Em doswe Esysgomue UP edp NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 s Nail through plastic cement I x 3 in. under lie ` Single paddy on 21n. 4 in. under` Iaymerrt a ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY paddy Nail through I (between tile) undelayment Paddy ,r (underlie) Single paddy' ��Fasda § In X 7 in medium on top of tge � h sere course only Nall through plastic cement JrT"A.in.x3In. 4 Single /paddy on undedayment 2 Single paddy on tap of Ole Eave t }In.x 3 in. Single 4 to l 2 in. paddy an under - layment Single paddy on top of Ole Eave Comse tile � Single paddy between Ole Eave Minas x Tim medium paddy save course oNy END OF THIS ACCEPTANCE Single paddy under No Single paddy between So 2 in. x I In. medium size paddy an course only /` Foods weave we closure Drip edge NOA No.: 12- 0228.18 WaAMi�u4QE cout�rnr Expiration Date: 05/10/17 ... Approval Date: 05/10/12 Page 7 of 7 io BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The 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 desdribed herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built-Up Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state' and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature, ff 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. 03- 0501.05 and consists of pages 1 thro gh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 Expiration Date: 11/04113 :aaaEC� uNT1f Approval Date: 03/20/08 Page 1 of 19 ROOFING Swum APPROVAL e o Roofing Sub-CaLegorw, BUR Deck T e: Wood Maximum Design Pressure -75 psf TRADE NAMES OF Product Leak BusterTM Matriem 307 Premium Asphalt Primer PRODUCTS MANUFACTUREI TABLz 1 Test Dimensions Specliicatlon 3, 5, 55 gallons ASTM D 41 1 OR LABELED BY APPLICANT: Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. GAF Mineral ShieldTM 60 & 100 lb. bags ASTM D 1863 Granules for surfacing of exposed asphalt, Granules cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. Leak BusterTM MatrixTM 5 gallons ASTM 1227 Surface coating for smooth surfaced roofs. 305 Fibered Asphalt Emulsion Leak Busterw MatrixTM 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 303 Premium Fibered Aluminum Roof Coating LeakBusterTM Matrixn" 55 gallons Elastomeric roof coating. 322 Elastomeric Roof Coating 14"usterTM MatrixTM 55 gallons Asphalt emulsion fibered. Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 1, 5 gallons ASTM D -4586 Refined asphalt blended with a mineral 204 Wet/Dry Roof ASTM D -3409 stabilizer and fibers. Permits adhesion to Cement wet and dry surfaces. RUBEROID? Modified 5 gallons ASTM D 4586 Fiber reinforced, polymer modified Flashing Bitumen Flashing cement Cement LeakBusterTM MatrixTM 5 gallons ASTM D 4586 Asphalt flashing Cement 201 Premium SBS Flashing Cement GAFGLAS* #75 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 MtA �' ^, IuNiY Approval Date: 03/20/08 Page 2 of 19 Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs. /sq. Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbsJsq. and 300 lbsJsq. respectively in a flood coat of approved asphalt at 60 lbsJsq. or applied in a flood coat of Leak BusterTM Matrikm 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. 2. GAFGLAS" Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Leak'BasterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715, Leak BusterTm Matrikm 322, TOPCOATt° MB +, TOPCOAT* Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galJsq. 5. Leak BusterTM Matrix7m 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 galJsq. 6. TOPCOAT`S Surface Seal, TOPCOATS' Fireshiele SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galJsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 07-1219.09 Expiration Date: 111W13 Approval Date: 03/20108 Page 16 of 19 Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOufrm Fire Barrier Coating, VersaShieldeNon- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS40 #80 ULTIMATM Base Sheet, STRATAVENT0 EliminatorThl Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat Weld"d Smooth or RUBEROID'* Heat- WeIdTM 25 base sheet mechanically fastened to deck as described below; Fastening Options:. GAFGLAS® Ply 4, GAFGLAS® Flex PlyTM 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) GAFGLASO1 Ply 4, GAFGLAS" Flex P1y7w 6, GAFGLAS* #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tedm #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill- TecTA3 AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately I2" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Flex Ply"m 6, GAFGLAe #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 S2.5 psf, See General Limitation #7) GAFGLAS® #80ULT1MATM, RUBEROID ®20, RUBEROIDOMop Smooth, base sheet attached to deck with approved 1 V4" 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 TecTM #12 standard, #14 or # 15 Screws and 3" Drill- TecTA1 steel plate or Drill -Tedm AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and:3" inverted Drill -TecTm insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) NOA No.: 07- 1219.09 IAMI Mao ouNTY Expiration Date: 11/04/13 Approval Date: MAWS Page 17 of 19 GAFGLASO #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -Term steel plate or Drill -TecTm AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —7S psf, See General Limitation #) Ply Sheet: One or more plies of GAFGLAS9 PLY 4, #80 ULTIMA, RUBEROV MOP Smooth or RUBEROV 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbsJsq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCap m Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbsJsq. Surfacing: (Optional, required if RUBEROV MOP Smooth or RUBEROV 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs. /sq. and 300 tbs./sq. respectively in a flood coat of approved asphalt at 60 lbsJsq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 galJsq. 2. GAFGLAS6 Mineral Surfaced Cap Sheet, GAFGLASn Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbsJsq. 3. Leak BusterTM Matrix7m 303 Premium Fibered Aluminum Roof Coating,.at 1.5 galJsq. 4. Leak Bustefm MatrixTM 715 , Leak BusterTm Matr:xTm 322, TOPCOAT® MB +, TOPCOATS' Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galJsq. 5. Leak BusterTm Matriem 602 MB Xtra Elastomeric Roofing Membrane, EnergyCotoO roof coating applied at 1 to 1.5 galJsq. 6. TOPCOAT'S Surface Seal, TOPCOAT* Fireshiek? SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galJsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 07- 1219.09 Mu4MagauecouN rY Expiration Date: 11144/13 I a'1� Approval Date: 03/20108 Page 18 of 19 ZW1 HOOFING (MATERIALS AND SYSTEMS' DIRECTORY I ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continted Base Coah 'A -38 Series, 0.75 gal /sq. Second Base Coat: A -38 Series, 0.75 gal /sq. WearCoah ".A -38 Series, 0.75 gal /sq plus walnut shells at 0.751bs per Sfacing: "A -38 Series", 0.75 gal /sq plus walnut shells at 0.751bs per sq. 46 Deck: NC Incline: 3/4 Foam:. Spray application of 2 -in. thick 'Polyfoam 273" (2.7 lb /ft.' } Surfacing: 47 Deck: NC Spray application of 28 to 34 -mils 'U -8730' (aluminum) Insulation: Incline: 1/2 Spray application of 2 -in. thick'Polyfoam 273" (2.7 lb /ft.' Surfacing: Spray app7hcat on of 28 to 34 -mils 'U -8782" (ivory) GAF 11 1 CORP R1306 S 1361 ALPS RD, WAYNE N) 07470 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G- P•Gypsum DensDeck@ may be used in any existing noncombustible deck Classification. When this is done, the resultin roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlaymentboard. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P GYrm �>3?ck® in hot asphalt. er�yGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. CAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechani- cally attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVER - GUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polysty- rene reference in any of the following Classficatons include 'ENERGuardEPS Insulation References to glass fiber insulation include "EnergyGuard Fiberglass Insu- lation ". - ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT 'M Type G2 as halt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or AS #80 ULTIMA" ) is a suitable alternate for Type Cl asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) in the Class A, B or C roof systems indicated below. The roof deck triafust be covered with a Type G2 asphalt glass mat base sheet "GAF StiuMvent Eliminator Venting Base Sheet (Perforated)" or "CAF Stratavent Eliminator Venting Base Sheet ( Nailable)" . Perforated to be mopped and nailable to be mechanically attached granule side down. As anion Type G2 as halt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", 'EFGLAS #80 UL A" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the following sptems. Bottom ply or base sheet may be solid mopped, spot mapped or mechani- cally fastened. - - Unless otherwise irldieed, all insulations may be hot mopped or mechani- cally fastened. ' GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When " perlite" is referenced, this includes "GAFTEMP PERMALITE©" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber buildmi units are considered suitable to be included as a deck in the fo[lowing Class, B or C systems listed over C -15/32 or NC. The use of gypsum board tnndei any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. ' The: use.of•.polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene / perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnerpGuard RA" may be substituted for any Atlas polyisocyanurate insula- tion in anyy o" the following Classifications. Trumbull "Perms Mopp" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80 Premium Base She`eii "&y be used in any of the following '7 ROOF COVERING MATERIALS (TEV'1) Roofing Systems (TGFU)— Continued "GAFTEMP Pennalite Recover Board" may be used in lieu of an- insulation in any of the following-NC Classifi ations. Unless otherwise indicated, any of the 'Asphalt Felt Systems x Roofing Asphalt" may be surfaced with "Fireshield MB" at 2.5 — 3.0 Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified 1 membranes. Ruberoid Heat Weld" SBS roofing membrane may be used in "Ruberoid Mop" SBS products in any applicable Classification. • Class A - 1. Deck: C -15/32 Incline. 3 Insulation (Optional): One or more layers perlite, wood fibs fiber, isocyanurate, urethane, perlite /isocyanurate composite, urethane composite, wood fiber /isocyanurate composite, pheno thickness. Ply Sheet- Three or more layers Type GI "GAFGLAS Ply "GAFGLAS Ply 6 ", hot mopped. Surfacing. ?� Deelc C�15l2, Incline: 2 Irlsdlatfontt (Optional): One or more layers perlite, wood fibe fiber, isocyaiturate, urethane, perlite /isocyanurate composite, I urethane composite, wood fiber /isocyanurate composite, pheno. `thickness; Ply Sheet:'- Three or more layers Type G1 "GAFGLAS Ply "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 GAFGLAS Mineral Surface Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber fiber, isocyanurate, urethane, perlite/isocyanurate composite, p urethane composite, wood fiber /isocyanurate composite, phenoli max. Ply Sheet. Two or more layers Type GI "GAFGLAS Ply 4" or, GLAS Ply 6 "." Cap Sheet: One layer Type G3 'GAFGLAS Mineral Surfaces Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". 1. Deck: NC Incline 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mop Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glas mat system._ i. Deck: C -15/32 Incline: 1 — Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet- One layer Type G2 "GAFGLAS #75 Base Sheet" (m nailed). Ply Sheet- One or more layers Type GI "GAFGLAS Ply 4" or GAR Ply 6'. Cap Sheet: One layer Type G3 'GAFGLAS Mineral Surfaced Sheet' or "EnergyCap Mineral Surfaced Cap Sheet ". Deck: NC Incline: 3 Base Sheet: One layer Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: One or more layers Type GI "GAFGLAS Ply 4" or ,...bne layer Type G3 GAFGLAS Mineral Surfaced Sheet" or rgyCpp Mineral Surfaced Cap Sheet ". Deck: C- 15/321 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, thane, perlite /isocyadurate composite, perlite /urethane composite, nolic, 1.0 in. min (o t from plywood joints 6 in.). Base Sheet: One o more layers Type GL G2 or G3, Membrane: One* more layers "Ruberoid Torch" (Smooth or Gran "Ruberoid Torch`hus" (granule), "Ruberoid Mop" (Smooth or Grat or "Ruberoid Mop Plus" (granule). Cap Shgee' Type G3 GAFGLAS Mineral Surfaced Cap Sheet ".EneYgyCap Mineral Surfaced Cap Sheet ", hot mopped. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, f hoer, isocyanurate, urethane, perlite /isocyanurate composite, pert urethane composite, wood fiber /isocyanurate composite, phenolic, thickness. Base Sheet: Two or more layers Type G2 or G3. Ply Sheet (Optional): One or more layers Type G1. Membrane: One or more layers "Ruberoid Torch" (Smooth or Gram systems. I "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Gran "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". or "Ruberoid Mop Plus". (granide). LOOK FOR THE UL MARK ON PRODUCT SECTION 1524 HIGH VELOCITY HURRICANE ZONES -- REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owne with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. �1 r 1. Aesthetics- workanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressec as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter IS JHigh Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring 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 work to be performed. 4. Exposed ceilings: 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 penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. n 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Buildings Code, Plumbing. ® 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itselo. The existing amount of attic ventilation shall not be reduced. Exception: Attic: spaces, designed by a Florida- licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Owner's /Agent's Signature: Contractor's Signature: Property Address: Date: Permit Number: 09/30/2013 09:49 3057588484 OBENOUR ROOFING PAGE 01 .6 W.A: T, Ypv PAYM:ra V, Lm CEIYED =wk ROOFING SHM-�i)ETALA 198 SOR IN 20 . . E .96 Tj Mafia . . . . . . . . . . . . . . owls PAYME-1 JIED 0 QEktOUlt ROOFING SHEET NIVAL & WNER W CAL By Ti vamw 10 1w Ste she" 10/01/2013 07:18 3057588484 OBENOUR ROOFING PAGE 01 C °R i THIS .. CERTIFICATE OF LIABILITY INIS //��E� OATS CERrI c�RTlplcaT ISSUEO pg A OTTER OF EXPIRATION DATE TNBR NOTICE WILL BE DEWERED W BELOW. TH wpORMATkON ONLY D RIOT AFARRAAT V OR NEt9ATN8LY AMEND, CE ICATE b CONFERS NO RtOHTS PON THE CERTIFICA E HOLDER REPRESENT OF INSURANCE DoL?S NOT CONSTITUTE IVtE PRODUCER, AND THE CERTIFICATH THI8 CONTRACT B6fWE8N RACE AFFORDED BY THE ppL(CIBs *E° IS8UINe fNSUED By, 1MPORTA T: HOLDER Su oat• ho der is an ADD1T1 AUTHORIZED the forms an oeRittasta ho r d 11 s of the poll NA INS REO, pat i spalici00 may require an and t .1t (los) must be endorsed. SUB t361A N 1 WANED, ubject to PRODUCER of such ondcrseme m0FIL A statement on tWo amtiflcate does not aottfer rtglrls to the rcank H. 4r Inc. TLaura Buratt 1314 Ekamt t8a btt3a Blvd, (9 843 -SOSO 1' • O • >3ox .2 l.satsa-eyo tas aoeo . ao� AFPO B 1NSUaee Irin shoot metal IP Sn i Llab li 31 a 3 irl o lObenou 9Ro 8 supply 1 S 9r +tit 1?P Y CO r ,n8 0 1 1 D. >�1 am1L Shor klrL 33138 I CO RAG S THIS IS TO CE INbICATED• N CERT) ICA ums Py I THE POLICIES OF INSURANCE LISTEp BELOW HAVE St N NUM BR: CERTIFICATE B I•� S9"ANDING ANy REQUIREMENT, TERM OR CONDITION OF r EE LIED OR EN ISSUED Y C TliE 1NSLII;g NAMED ABOVE FOR THE POLICY P6ft10D �CCLL181ON8 MAY PERTAIN, THE INSURANCE AFFORDEQ C1MI jON3 OF SUCH POLICIES. 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