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RF-14-347Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 207713 Permit Number: RF -2 -14 -347 Scheduled Inspection Date: March 12, 2014 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: COX, MARTHA & LAURENCE Work Classification: Tile /Flat Job Address: 226 NW 92 Street Miami Shores, FL 33150- Phone Number Parcel Number 1131010331240 Project: <NONE> Contractor: NINE SQUARE ROOFING LLC Phone: (305)345 -9407 tiunaing uepartment comments RE -ROOF FLAT AND TILE INSPECTOR COMMENTS False Inspector Comments Passed , Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 11, 2014 For Inspections please call: (305)762 -4949 Page 20 of 34 Job Address: Contractor: Type of Tile: Type ofAccess. App. Sq.Ft. Dear Sir/Madam: FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 7500 NW 25th Street, Shiite 241, Miami, FL 33122 F*H a ® Telephone: (305) 378 -1991- Fax: (305) 378 -1997 FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB INSIGHT -INNOVATION- INTLOUTION SITE SPECIFIC INFORMATION 226 NW 92 Street, Miami Shores, FL 33150 NINE SQUARE ROOFING. Concrete Tile Scaffolds: N/A 14 SO Req. Force: permit # RF- 314 -347 Test Date: Mar 10, 2014 Approx. height 10 Feet Floor: One Ladder: OK 45 lbs Testing Equipment: Slope: 3:12 F.G.E. 500H X. Shimpo Instrument As per your request and authorization, representatives of Florida International Engineering and Testing Lab., Inc performed the static load test on the roofing tile at the above referenced project. The purpose of this testing was to verify whether the installed tile roofing system is capable of resisting the applied test load of 45 pounds uplift force. This testing was performed in general accordance with Miami Dade Building Code Protocol PA 106. The static load was applied utilizing a calibrated scale and force measuring instrument (dynamometer). A hook which is connected to the loading instrument was placed under the exposed edge of the tile. Test load of 45 pounds force Obf) was applied and also held for more than 5 second at each test location. The total load applied on each test location was recorded. In addition to the static load test, the tested tile was also visually inspected for any kind of adhesion failure after completion of each test. No. Result No. Result No. Result No. Result No. Result No. Result No. Result 1 Pass 21 Pass 41 61 81 101 121 2 Pass 22 Pass 42 62 82 102 122 3 Pass 23 Pass 43 63 83 103 123 4 Pass 24 Pass 44 64 84 104 124 5 1 Pass 25 Pass 45 1 65 85 105 125 6 Pass 26 Pass 46 66 86 106 126 7 Pass 27 Pass 47 67 87 107 127 8 Pass 28 Pass 48 68 88 108 128 9 Pass 29 Pass 49 69 89 109 129 10 Pass 30 Pass 50 70 90 110 130 11 Pass 31 Pass 51 71 91 111 131 12 Pass 32 Pass 1 52 72 92 112 132 13 Pass 33 Pass 53 73 1 93 1 113 133 14 Pass 34 Pass 54 74 94 114 134 15 Pass 35 55 75 95 115 135 16 Pass 36 56 76 96 116 136 17 Pass 37 57 77 97 117 137 18 Pass 38 58 78 98 118 138 19 Pass 39 59 79 99 119 139 20 Pass 40 60 80 1 1 100 1 120 140 Based on our lf1n dinis�lwe conclude that the installed roofing tile at the above referenced project is capable to resist the applied test load T)�ISY� oO w81k6A ® that it meets the Miami Dade Building Code Compliance Protocol TAS 106. Attached is the roof plan %% . ; "I ®® sho�pr• • t•1 S. 47:• No 63107 •'.9� Rdp*ftully Submitted.: G ° T T State o y> > % ® ® ®dt111111l11, r P FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 a a • Telephone: (305) 378 -1991- Fax: (305) 378 -1997 FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB INSIGHT-INNOVATION- INTEGRATION Roof Testing and Information Sheet - Uplift Test TAS 106 Client: NINE SOUARE ROOFING. Checked By: V.M.B. Venkatesan Date: 311112014 Job Name: Residential Address: Address: 226 NW 92 Street Miami Shores, FL 33150 l0 O12 1 11 33 9O 31 32 8O 15 26 25 23 14 IS O27 O19 � 28 O 3� O 21 29 OO 17 20 30 11 4( RE: Permit #-i r- ®z- 1'e-1 -�3el) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION AFFIDAVIT DATE: I Engineer licensed as a (n) Contractor / En g er /Architect, (Print name and drde Uoense Type) PS 468 Building Inspector License #: - 132- TZ 23 On or about , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work (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 Notary Public, Sate of Florida at Large 'General, Building, Residential, or Roofing Contractors or permit # and address # dearly drown marked on the ded Revised on 5/1UZOOrJ Of AVeOOe J1066 A. 1511`011 •401-- CO MMIS510td SE6916 6 =°a m IXP1FiES: SEP. rj 20 'VZOF V.0 dual certified under 468 F.S. to make such an inspection. Include p)(S4Dijraphs of each plane of the roof with Inspection 1 1 s Miami ` Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING 7FED 24 2914 L'.Y_• FBC 20 (� Permit No. Master Pere ' ROOFING JOB ADDRESS: 4AAe JSIW "�j� 57T ll"1oTl�i d LG-1" 1�rs J�' City: Miami Shores County: Miami Dade Zip: Folio/Parcel* f O Is the Building Historically Designated: Yes NO s'f Flood Zone: 7--�L'� OWNER: Name (Fee Simple Titleholder): ` Phone#: ( (/3 () 6,66 Address: 2 ZC= - T�,k w Ct I Sk- City: \I,1L 5J4cm of State: --rk0r zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 17b76- %'� �- O -a. n j Phone #: 3� zy 5 9 go 7— Address: ZVO - 5 City: Stater Zip: 1 Qualifier Name: A "e- �l 5y ^ Phone#: State Certification or Registration #: (-'CC- 13 Z `% Certificate of Competency #: Contact Phone #: 3 8 6 ? .20 ° % 9/ Email Address: DESIGNER: Architect /Engineer: Phone #: Value of Work for this Permit: $ Q coo quare/Linear Footage of Work: 0 Z O O Type of Work: ❑Additipa-i - EWteration ❑New ❑Repair/Replace ❑Demolition . .It Description of Work: Submittal Fee $ Permit Fee CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State ti 14 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 roust 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 ► `�l'�`'!G �l a rr� w (` —�1�' Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 00 day of —�, 20 4' by JYi&A 111llft!&-d Goll day of �Q��rsc / , 20l tl , by e171 r' f - who is personally known to or who has produced who is personally known to me or wh rhas r o uced ' As i nti cation and who did take an oath. as iden ' cation d w did take an oath. NOTARY Li- NOTARY Z, C: d Sign: Sign: Print: 8 Print: My C ssion Expires: My o P xpir .l�ayy Jose A. Giron .•r"� .dos. A. Giros r ccIdMISSt4N#EE831658 P� ®ten C ".1,1MISSIo% #EE831658 EXPIRES: SEP.03, 2016 Ep yplApNORcm *QOF fl,- APPROVED BY Zl� t Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) to It 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: / 'q/z0/'4/ 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: i a y req a — y' Property Address:_ 2.2- 92nd Roofing Permit Number: Dear Building Official: n I . Mei r4ia Vi I1Qr certify that I am not required to retrofit the roof to wall connections of my building because: ahe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof 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) f �� 744 0'X& k_MCAOt \/� 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. Swom to and subscribed before me this A'i :day of r9 o IV ' * -'47 ,, r ?oR g• Jose A. Giron - °•�� :COMMISSION #EE831658 Notary Public, Sate of Florida at Large EXPIRES: SER 03, 2016 • When the just valuation of the structure for P u ad valo6mnifm 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 app from a General Contractor for the Roof to Well connection Hunlcane Mitigation, Lmae. A .. CH4 HMO a • • • • ■ • • � 1 Master P71t No. Contracto s Name _ A Job Low SI `pe 13 ❑ Asphatee ❑ Q New Ro f M Rero Low Slopetoof Area -9. Sketch F scuppers identifyd • • • iw. A Q s a S Ut iz . -C Et 0 :O in a F- • t W > LU ® w ® 0. z 0 0 i- -. z • L w ® N ® M <. cI U i f • Building Code Edition 2010 Process No. ROOF CATEGORY ahanically Fastened Tile Gllor rlAdhe; W PanellShingles ❑ Wood Shingl Proscriptive BUR -RAS 150 ROOF TYPE 10 ❑ Recovering ❑ Repair ❑ M )F SYSTEM INFORMATION deep Sloped Roof Area (SF) Total (SF) HURRICANE IDNES FEB 2 4 2014 Plan: illustrate 11 levels and sections, roof drains, scupper ", overflow J overflow drains. include dimensions of sections and leis, clearly isions of elevated pressure zones and location of parapets. s i } a.} 4 _ _ Tile Roof System MIAMaDIADE ME Miami -Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer: I BORAL ROOFING LLC Notice of Acceptance Number (NOA): 12- 0904.12 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: -39 1 P 2: -68.1 P 3: -100.7 Maximum Design Wind Pressures, (From the NOA Specific system): 40.4 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Roof Slope: "712" Roof Mean Height: 14 ft. Method of Tile Attachment: 1--Adhesive, Medium Paddy Polyfoam Polypro -- Alternate Method of Tile Attachment per NOA: INA Drip Edge Size & Gauge: --3" face 26 ga.- - Drip Edge Material Type: -- Galvanized Metal- - Drip Edge Fastener Type: 1 -1/4" RS NAIL 4 "OC Hook Strip /Cleat gauge or weight: Select Hook Strip Deck Type: --5/8" Plywood—�- Optional Insulation: NA Optional Nailable Substrate: NA Optional Nailable Substrate Attachment: NA Basesheet Type: [AS_ TM FELT D226 30# Fastener Type for Basesheet Attachment: 1 -1/4" RS NAIL & TIN CAP 1 -5/8" Tile Underlayment (Cap Sheet) Type: ASTM FELT 90# Tile Underlayment Attachment Method: HOT MOP ASPHALT Tile Profile: SAXONY CONCRETE TILE Section E MIAMF E "Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" � // '2, For Moment based file systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the the attachment method is acceptable. P 1: -39.1 X X 0.200 = 7.82 - Mg: 7.07 = Mr1: 0.75 5 40.4 NOA Mf P 2: -68.1 X X 0.200 = 13.62 - Mg: 7.07 = Mr2: 6.55 5 40.4 NOA Mf P 3: -100.7 X X 0.200 = 20.14 ' - Mg: 7.07 = Mr3: 13.07 5 40.4 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127' For Uplift based file systems use Method 3. Compare the values for F' with the values for Fr. If the F values are greater than or equal to the Fr values, for each area of the roof, then the file attachment method is acceptable. P1: X L = X w: Description _ - W: = X cos 9: 0 = Fri: 5 NOA F' P2: X I: P1 or P2 or P3 = X w: Mean Roof Height _ - W: Job Site = X cos A: = Fr2: 5 NOA F' P3: X I: Product Approval (NOA) = X w: Product Approval (NOA) _ - W: Product Approval (NOA) = X cos 9: = Fr3: 5 NOA F' Where to Obtain Information to complete tile calculations Where to Find Description Symbol Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional Design Pressure P1 or P2 or P3 engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope A Job Site Aerodynamic Multiplier X Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions I = length Product Approval NOA pp roval ( ) w = width HIAM 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 /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 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, modify, or suspend the use of such product or material within their jurisdiction. RER 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 (Shake, Slate, Split Shake) Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 12- 0308.25 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. AA NOA No.: 12- 0904.12 Expiration Date: 12/16/17 "Olow Approval Date: 12/06/12 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews and revises a system using Saxony (Shake, Slate and Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Identifier Test Product Applicant Dimensions Specifications Description Monier Lifetile LLC 1= 16' /z" TAS 112 Flat, interlocking, high pressure extruded concrete Saxony (Shake, Slate and w = 12 -3/8" Static Uplift Testing roof tile equipped with two nail holes. For direct Split Shake) Tile .6" thick PA 101 (Mortar Set) deck or battened nail -on, mortar or adhesive set The Center for Applied 94 -060A Static Uplift Testing applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use at hips, The Center for Applied w = varies Static Uplift Testing rakes, ridges and valley terminations. Engineering, Inc. varying thickness PA 102 Manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) The Center for Applied 94 -084 Static Uplift Testing May 1994 Engineering, Inc. PA 101 (Mortar Set) The Center for Applied 94 -060A Static Uplift Testing March, 1994 Engineering, Inc. PA 101 (Adhesive Set) The Center for Applied 25- 7183 -6 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Direct Deck) The Center for Applied 25- 7183 -5 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Battens) The Center for Applied 25- 7214 -1 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (1 Quik -Drive Screw, Direct Deck) NOA No.: 12- 0904.12 MIAM�•pADE COUNTY Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 2 of 8 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Reaort Date The Center for Applied 25- 7214 -5 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (1 Quik Drive Screw, Battens) Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108 (Nail -0n) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Redland Technologies P0631 -01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -77 PA 100 Celotex Corporation Testing 520109 -1 Static Uplift Testing Dec. 1998 Service 520111 -4 PA 101 Celotex Corporation Testing 520191 -1 Static Uplift Testing March 1999 Service PA 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier June 2007 Walker Engineering, Inc. Evaluation Calculations 25 -7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7584 December 1996 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Walker Engineering, Inc. Evaluation Calculations 25 -7183 March 1995 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Calculations Restoring Moment Due to Gravity June 2007 Nutting Engineering 129 TAS -112 Jan. 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 underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. NOA No.: 12- 0904.12 14=E COUNTY Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 3 of 8 4. INSTALLATION 4.1 Saxony (Shake, Slate and 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 (I x w) Tile Profile Weight -W (lbf) Length -1(ft) Width -w (ft) Saxony (Shake, Slate and Split Shake ) Tile 11.8 1.375 1.02 Table 2: Aerodynamic Multipliers -X (f e) Tile Profile ). (ft) Batten Application (f e) Direct Deck Application Saxon Shake, Slate and Split Shake Tile 0.185 0.200 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 (Shake, Slate and Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.63 7.14 6.56 7.07 6.47 6.97 6.34 6.83 6.18 6.66 6.02 6.48 Split Shake) Tile NOA No.: 12- 0904.12 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile Saxon Shake, Slate and Split Shake Tile (min 16/32" plywood) (min. 19/32" 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3MTm 2-Component Foam Roof Tile Adhesive AH -160. Average weight per patty 8 grams. plywood) Saxony (Shake, 2 -10d Ring Shank Nails 30.9 38.1 17.2 Slate and Split 1 -10d Smooth or Screw 7.3 9.8 4.9 Shake) Tile Shank Nail 2 -10d Smooth or Screw 14.0 18.8 7.4 Shank Nails 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1 -10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2 -10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2 -10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) Table 6: Attachment Resistance Expressed as a Moment Mf (ft -lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment 3M 2 -Com onent Foam Roof Tile Adhesive AH -160 118.9 Resistance Saxon Shake, Slate and Split Shake Tile Adhesive 31.3 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3MTm 2-Component Foam Roof Tile Adhesive AH -160. Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony (Shake, Slate and Split Shake) Tile 3M 2 -Com onent Foam Roof Tile Adhesive AH -160 118.9 3M 2-Component Foam Roof Tile Adhesive AH -160 40.4 3 Large paddy placement of 45 grams 4 Medium paddy placement of 24 grams NOA No.: 12- 0904.12 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 5 of 8 Table 8: Attachment Resistance Expressed as a Moment - Mf(ft -lbf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Saxon Shake, Slate and Split Shake Tile Mortar Set 43.9 5 Tile -Tite Roof Tile Mortar. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". Or BORAL- LIFETILE BORAL ROOFING LLC, SAxoNY TILE (LAKE WALES FL) 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- 0904.12 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 6 of 9- NAILS PROFILE DRAWINGS WATERLOCK SAXONY CONCRETE ROOF TILE (SLATE MODEL) ,is B (slab '16 o (*Ak ;Uy SAXONY CONCRETE ROOF TILE (SPLIT SHAKE MODEL) NOA No.: 12- 0904.12 Expiration Date: 12/16/17 Approval Date: 12/06112 Page 7 of 8 SAXONY CONCRETE ROOF TILE (SHAKE MODEL END OF THIS ACCEPTANCE NOA No.: 12- 0904.12 Expiration Date: 12/16/17 Approval Date: 12 /06/12 Page 8 of 8 IcouNrr MIAMI -DARE 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 DMSION T (786)315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv 3M Company 3M Center Building 0220- 05 -E -06 St. Paul, MN. 55144 -1000 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, modify, or suspend the use of such product or material within their jurisdiction. RER 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: 3Mrm 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 NOA revises NOA 12- 0228.18 and consists of pages 1 through 11. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13- 0502.02 Expiration Date: 05 /10/17 Approval Date: 12/12/13 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3M111' 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 RTF 1000 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 tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.61bs. /ft.3 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./Ff 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 @I 58F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 13- 0502.02 MMMHMDEC Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 2 of 11 EVIDENCE SUBMITTED: Test A¢encv Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 01/16/95 257818 -IPA TAS 101 12/16/96 P36700.04.12 25- 7438 -3 SSTD 11 -93 10/25/95 TAS 101 25- 7438 -4 TAS 123 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 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 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. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 3. 3M"m 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 4. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 5. Roof Tile manufactures acquiring acceptance for the use of 3M Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 6. 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.: 13- 0502.02 MIAWMD COUNW Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 3 of 11 INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile 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 RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A): 1.0 (B). 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 1 to 2 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. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High All Eave Course 17 -23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17 -23 sq. inches 45 -65 Flat Profile #2 10 -12 sq. inches 30 Low Profile #2 12 -14 sq. inches 30 High Profile #2 17 -19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8 -9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20 -25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65 -70 sq. inches 34 grams under pan LABELING: All 3M'.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. NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Nail through plastic cement paddy (Beneath Tne) (when required) underlaymant ° 70 in. Battens optional ° Eave Course Fascia loin s ei 1421 Eave Closure Nail through plastic cement (when required) loin.x\ 2In.I. Battens optional Paddy (Beneath '-- Eave Closure I Fascia Nail through plastic ce (when required) Paddy (Beneath Tile) underlayrn 10In.x 2 in. wide Battens �`d8 optional ° Save Course Fascia Weephole Eave closure loin. 2 (n. Drip edge Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the file being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm).x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Nail through plastic cement Paddy (BeneathTile) (when required) Underlayment ° . Tin. 2In. Battens optional Eave course Win. % ascla 2 Eave Closure Nail through plastic cement (when required) Paddy (Beneath Tile) Underayment 7 in. �r 2 in. Battens optional loin 21n Eave Closure Eave Course Fascia Flat/Low Profile Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm) -12 (77.4 cm) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) -14 (90.3 cm) square inch adhesive contact with the underside of the rile. (Instructions continued on next page) NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nail through plastic (when required) Paddy (Beneath rile) Underlayment o 7 in. 2 2 in. Battens optional Eave courts'' Fas<ia Wesphole 10 in. in. Eava closure �2 Drip edge High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) - 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) -19 (122.6 cm) square inch adhesive contact with the underside of the tile. NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12112/13 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 pa ft- r ="aft& 4 xah psi apw„ it '`2x461. o , Pd7Ne Fhd4 w P=fil&' 1e Wlodlm Pfatll*Tft 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17 -23 in2 (109.7 -148.4 cm) of adhesive contact with the underside of the tile 2. Apply a4" (101.6 mm) x 4" (101.6 mm) x 1"(25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8 -9 in2 (51.6 -58.1 cm) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 9 of 11 �61M . Wlodlm Pfatll*Tft 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17 -23 in2 (109.7 -148.4 cm) of adhesive contact with the underside of the tile 2. Apply a4" (101.6 mm) x 4" (101.6 mm) x 1"(25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8 -9 in2 (51.6 -58.1 cm) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Haatfirouo plMde e paddy under ft jvheo n q*edl paddysbdwewWn) Bay paddytundertfle? fi an r 414in. 102pitle Ease Coupe r fajda to tin. Earedmwe Ddpedge Hlgh proflione 3. Also apply a2" (50.8 mm) x 4" (101.6 mm) x W (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat rile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (5 8.1 cm2) -11 (71 cm) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 10 of 11 1) Place enough adhesive to achieve 65 to 70 1 In contact with the pan tile. 2) Turn covers upside down. Place adhesive in to 1 In. from outside edge of cover tile. Then install the tile. Ensure 20 to UnderlaymeM (motar shown) Fascia ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep pitch applications (when required) potent -up Mortar on longitudinal edges of the Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile APPROVED Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm) — 70 (451.6 cm) square inch adhesive contact with the underside of the pan tile. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm) - 25 (161.3 cm) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) milers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 11 of 11 Section C Miami -Dade County HVHZ Electronic Roof Permit Form M® Section C Page (Low Slope Roof Systems) "Delivering Excellence Every Oay" Fill in the specific roof assembly components. N a component is not required, insert not applicable (n/a) in the text box. GAF Top Ply: ROOF SYSTEM MANUFACTURER: GAF MINERAL CAP SHEET Product Approval (NOA): 13-0424.09 System Type: Top Ply Fastening / Bonding Material: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: -42.8 psf (P2) Perimeters: '71.7 psf (133) Comers: -108.0 psf Maximum Design Pressure From NOA: -52.5 psf Roof Slope: 0.50 11:12 Roof Mean Height: 14 ft. Parapet Walls: El No 0 Yes Parapet wall Height: ft. Deck Type: —518" Plywood — Support Spacing: NA " o/c Altemate Deck Type: NA Existing Roof: SAME Fire Barrier. NA Vapor Barrier. NA Anchor Sheet: NA Anchor Sheet Fastener / Bonding Material: NA Insulation Base Layer Size & Thickness: NA Insulation Base Layer Fastener / Bonding Material: NA Insulation Top Layer Size & Thickness: NA Insulation Top Layer Fastener/ Bonding Material: NA Base Sheet(s) & No. of Ply(s): GAF GLASSBASE 75# (1) PLY Base Sheet Fastener / Bonding Material: 1 -1/4" RS NAIL AND TIN CAP 1 -5/8" Ply Sheet(s) & No. of Ply(s): GAF PLY IV (2) PLIES Ply Sheet Fastener/ Bonding Material: HOT MOP ASPHALT HOT MOP ASPHALT Surfacing: GRANULES SINGLE PLY MEMBRANE: Single Ply Manufacturer I Type: NA Single Ply Sheet Width: NA ° 1/2 Sheet Width: NA No. of Single Ply. 1/2 sheets: K1 Single Ply Membrane Fastening / Bonding Material: NA 0 FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: r97 "o /c @ Laps & r27 rows r97 " o/c 2. Perimeter. El " o/c @ Laps & r47 rows a " o/c 3. Comer. F7 " o/c @ Laps & E rows r67 " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: rN7A 2. Perimeter. rN7A 3. Comer. I NA Insulation Fastener Type NA WOOD NAILER TYPE AND SIZE: FASCIAL Wood Nailer Fastener Type and Spacing: #12 WOOD SCREW EDGE &COPING METAL SIZES: Edge-Metal Material: f7al7y7anized Metal — Edge Size: —3" face 26 ga. - Hook Strip Size: — SELECT EDGE METAL HOOK STRIP SIZE — Edge Metal Attachment: 1 -1/41 RS NAIL 4 "OC Coping Material: I — SELECT PARAPET WALL COPING MATERIAL — Coping Size: — SELECT COPING METAL SIZE OR THICKNESS — Hook Strip Size: --SELECT COPING METAL HOOK STRIP SIZE — Parapet Coping Metal Attachment: NA Insulated Nailable Deck With Edge Nailer MIAMMDADE ' Miami -Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Illustrate Components Noted and Details as Applicable: Roof Mean Height: Drip Metal: 3X3 GALV 26G Continuous Cleat: Top Ply NA lltterplies ti Surfacing: g• Base Sheet ` ' GRANULES ' Top Ply: MINERAL CAP SHEET AucNol Sheet ti Interplies: ' Y ..ai-- Drip Metal GAF PLY IV (2) PLIES j Base Sheet: - continuous GAF GLASSBASE 75# Top Layer of Insulation: . ^ Wood Nailer INA d Base Layer of Insulation: a a NA Roof Deck 3 �; I'; Wood Nailer: '1 Base Layer '� - � X 8 FAS CIAL BOARD of Insulation — ' .i Wood Nailer Fastening: Tole Layer 18D NAIL @ 16° Of Insulation Anchor Sheet: N/A Deck Type: PLYWOOD 5/8 rage L ui J-) The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1/2- in. minimum thick gypsum board is an acceptable alternate for minimum insulation over C -15/32 thick roof decks. The use of polystyrene insulation board between minimum 314 -in. thick perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlfte) is a suitable alternate for polyisocyanurate board In the following Class A, B or C systems. "EnergyGuard@ RA" or "Tapered EnergyGuard@ RA" or "EnergyGuard@ Composite RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". "GAFGLAS@ #SO Premium Base Sheet" may be used in any of the following systems. "GAFGLAS@ Flex Ply 6" and "Tri -Ply@ Ultra- Flexible Ply 6" are suitable alternates to "GAFGLAS@ Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 21/2 to 3- gal /100- ft2. "Ruberoid@ Dual Smooth" may be used as an alternate to "Ruberoid@ Mop Smooth" or "RuberoidO 20" or "Ruberoid® 20 HT" "Ruberoid@ Mop Smooth 1.5" may be used as an alternate to "Ruberoid@ Mop Smooth" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid@ Heat Weld" SBS roofing membrane may be used In lieu of "Ruberoid@ Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): — One or more layers periite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 or "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6" hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 or "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or'Tri -Ply@ Mineral Surfaced Cap Sheet " or "GAFGLAS@ EnergyCapTM TM BUR Mineral Surfaced Cap Sheet." I Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, per lte /urethane composite, wood fiber /polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLAS@ Ply 4 ", "Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCap— BUR Mineral Surfaced Cap Sheet." 4. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (optional): — Any thickness perilte or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified Insulation adhesive. Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Trl -Pty@ #75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies Type GI "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or GAFGLAS@ Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri- Ply@ Mineral Surfaced Cap sheet" or "GAFGLAS@ EnergyCap— BUR Mineral Surfaced Cap Sheet." Su,Lfacing (optional): — "TOPCOAT@ EnergyCote —" applied at a rate of 2 -gal /100 -ft2. 5. Deck: NC Incline: 3 1` http: // database. ul. com lcgi- binIXYVItemplatelLISEXT /1 FRAMElshowpage.html ?name =T... 2/23/2012 MIAMI -DADE COUNTY MIAMI•I]ADE 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.eov /economy GAF 1361 Alps Road Wayne, NJ 07470 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, modify, or suspend the use of such product or material within their jurisdiction. RER 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: 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. 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 revises and renews NOA No. 07- 1219.09 consists of pages 1 through 17. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13- 0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page i of 17 1 , I Deck Type 1: Wood, Non - insulated Deck Description: 1, or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShielde Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base sheet: GAFGLAS® #80 UltimaTM Base Sheet, Strataven? Eliminatofm Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat- WeldTM Smooth or Ruberoie SBS Heat - WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® FlexPlyTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps. at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® F1exPlyTM 6, GAFGLAS #75 Base Sheet or any of above base sheets attached to deck with Drill -TecTM #12 Fastener or Drill -TecTM #14 and Drill - TecTM 3" Steel Plate, Drill -TecTM AccuTrac® Flat Plate or Drill -TecTM AccuTrac® Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Flex 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 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS® #80 UltimaTM Base Sheet, Ruberoie 20, Ruberoid® Mop Smooth, base sheet attached to deck with approved 1'/4" 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 Fastener or Drill- TecTM. #14 Fastener and Drill -TecTM 3" Steel Plate, Drill -TecTM AccuTrae Flat Plate or Drill -TecTM AccuTrace Recessed Plate 12" o.c: in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -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.: 13- 0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 15 of 17 GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -TecTM #12 Fastener or Drill- TecT"' #14 Fastener and Drill -TecTm 3" Steel Plate, Drill -TecTm AccuTrace Flat Plate or Drill -TecTm AccuTrace Recessed Plate 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® Ply 4 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Cap Sheet: (Optional) One ply of GAFGLAS' Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTm BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs. /sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 1. Gravel or slag applied at 400 lbs. /sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. 2. Topcoat* Surface Seal SB applied at Ito 1.5 gal. /sq. Maximum Design Pressure: See Fastening Above NOA No.: 13- 0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 16 of 17 r 4 � WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply'rm 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" Dens DeckTM Roof Board or 'h" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 4. An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psE 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 IV. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with 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 comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13- 0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 17 of 17 F1 HIGH R4402.13.1 Scop with the required i R4402 govern the Additionally, the t contractor. The ovi r � v i SECTION R4402,13 HURRICANE :;:ONES — REQUIRED OWNERS NOTIFICA CONSIDERATIONS FOR ROOFING As it pertains to the section, it is the responsibility of roofing contracts;; =� to provide the owner ifing permit, and to r�xplain to the owner the content of the section. T6 provisions of Section iinimum requiremerils and standards of the industry for roofing sy stef in Ste swing items should 6e addressed as part of the agreement between tie owner ant the Des initial in the designated space indicates that the item has been ei�lained. V. 1. Y L A isthetics-Workmarfihip: the workmanship provisions of Section R44112 are for the purpose of providing that tle roof system meet> the wind resistance and water instruction perfor�ance standards. Aesthetics (apl iearance) are not a consideration with respect to workmanship provisis, Aesthetic issues such as color architectural appei'rance, that are not part of a zoning code, should 15s addressed as part of the agreement §etween the owner rind the contractor. 2. MU enalling wood dec(s: When replacing roofing, the existing wood roc renailed in acc rdance with the currant provisions of Section R4403. (The roof deck to removing thi existing roof systerr ). f>- 3. —bAL—cc mmon roofs: Comrion roofs are those which have no visible delinei units (i.e., town ` uses, condominiufns, etc.) In buildings with common roofs, the rooi owner should n' tify the occupants e# adjacent units of roofing to be performed. IC 4. N�V C1 Ex osed Ceiling: Exp(, ")sed, open beam ceilings are where the undersW be viewed from below. The owner rr'ay wish to maintain the architectural appearance penetration of fi, }e underside of the c'ecking may not be acceptable. This provides the appearance. may have to be Ily concealed prior i between neighboring contractor and /or the roof decking can refore, roofing nail on of maintaining the X 5. U �,A Po ding water: The ct rrent roof system and/or deck of the building may,Taot drain well and may cause water to nd (accumulate) lr; low-lying areas of the roof. Pounding can be an ( dic ation of structural distress and m require the review of a professional structural engineer. Pounding ry shorten the life expectancy anc performance of the ;yew roofing system. Pounding conditions may nod; ; ;e evident until the original roofing system is removed. Pounding conditions should be corrected. G )c rlfow scuppers (W{01 outlets): It is required that rainwater flow off that the roof is not overloaded frorT a buildup of water. ;perimeter /edge wall or other roof extension may k this discharge if overflow scup is (wail outlets) are y,iot provided. It may be necessary to install over" scuppers in accordance wilt the requirements otSections R4402, R4403 and R4413. )c 7. &U Ve tilation: Most roof i "tructures should have some ability to vent natural airflow through the interior of the s cture assembly (thy; building itself). The existing amount of attic venttion shall not be reduced. It may oe beneficial to coni<ider additional venting which can result in extendi g the service life of the roof. - 4,c Owner /Agents Sign ` ture Date Contractor Signature p Revised on 719009 NINES -1 OP ID: RA CERTIFICATE OF LIABILITY INSURANCE NCE DATE 281'1YYYY, 2/128/1 4 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terns and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemen s . PRODUCER 386 -574 -3030 NAME:-- CONTACT MARY ANN PIENTKA X204 321 STRATFORD COMMONSICT 386 -574 -9209 DELTONA, FL 32725 MARY ANN PIENTKA PHON o Ext .388- 574 -3030 A/C No): 386 -574 -9209 E-MAIL MPIENTKA MHAIA.COM 02/24/14 02/24/15 EACH OCCURRENCE INSURER(S) AFFORDING COVERAGE NAIC# MSURERA:WESTERN WORLD INSURANCE CO MED EXP (Any one person) $ 5,00 INSURED NINE SQUARE ROOFING LLC HENRY FUGON 930 SWEETBRIER DR INSURER B: INSURER C: GENERAL AGGREGATE $ 2,000,0 GENL AGGREGATE LIMIT APPLIES PER: X POLICY PRO­ E_1JFCT LOC DELTONA, FL 32725 INSURER D INSURER E: AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS RED AUTOS NON -OWNED HIRED INSURER 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, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE Of INSURANCE A B POLICY NUMBER M/IDC MMIDCD LIMITS 1A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE Fx� OCCUR NPP8142737 02/24/14 02/24/15 EACH OCCURRENCE $ 1,000'00 A TOR PREMISES Ea ocxurrence $ 50 � 00 MED EXP (Any one person) $ 5,00 PERSONAL & ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,0 GENL AGGREGATE LIMIT APPLIES PER: X POLICY PRO­ E_1JFCT LOC PRODUCTS - COMP /OP AGG $ 2,000,00 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS RED AUTOS NON -OWNED HIRED EeMaxlidentSINGLELIMIT $ BODILY INJURY (Par parson) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ UMBRELLA LIAB EXCESS LIAB OCCUR EACH OCCURRENCE $ HCLAIMS-MADE AGGREGATE $ DED I I RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE Y 1 OFFICERIMEMBER EXCLUDED? (Mandatory in NH) Wyss describe under DESCRIPTION OF OPERATIONS below NIA I WC STATU- OTH- E.L. EACH ACCIDENT is E.L. DISEASE - EA EMPLOYEd $ E.L. DISEASE - POLICY LIMIT 1 $ DESCRIPTION Of OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space is nuked) ROOFING, CONNIERCIAL & RESIDENTIAL NOT EXCEEDING 3 STORIES MIAMISH MIAMI SHORES VILLAGE BUILDING DEPARTMENT ATT: JOANNA FELICIANO 10050 N.E 2 AVE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED RE MARY ANN ©1988 -2010 ACORD CORPORATION. All rights reserved. ACORD 26 (2010105) The ACORD name and logo are registered marks of ACORD