Loading...
RF-10-1862Inspection Number: INSP - 156308 Scheduled Inspection Date: February 25, 2011 Inspector: Bruhn, Norman Owner: HENDRIX, TODD Job Address: 210 NE 102 Street Project: <NONE> February 25, 2011 Miami Shores, FL 33138 -2427 Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: ACCORD ROOFING & CONSTRUCTION CORP TILE RE -ROOF Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 152514. For Inspections please call: (305)762 -4949 Permit Number: RF -10 -10 -1862 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number (305)915 -4899 Parcel Number 1132060480010 Phone: (305)803 -2169 Page 11 of 14 rEST LOCATION UPLIFT PULL TEST 'EST LOCATIOL UPLIFT PULL TEST TEST LOCATIOI. UPUFT PULL TEST TEST LOCATIOII UPLIFT PULL TEST EST LOCATIOr UPUFT PULL TEST JEST LOCATION UPLIFT PULL TEST 1 1 - ___s - ' 26 1 A n' 51 �' 76 101 • 126' . 2 j 27 52 77 102 127 3 28 53 78 103 128 4 29 54 79 104 129 5 30 55 80 105 130 6 31 56 . 81 106 131 7 . 32 57 82 107. 132 8 33 58 83 108 133 9 34 59 84 109 134 10 35 60 85 110 ' 135 11 36 61 86 111 136 12 37 62 87 112 137 13 38 63 88 O 113 138 14 39 64 89 114 139 15 16 40 41 65 66 90 91 . 115 16 140 141 17 42 67 92 7 142 18 - 43 68 93 143 - 19 44 69 94 9 144 20 45 70 95 ' 1I1 • ^a • _ `� 21 46 71 96Te t O j' 121 146 22 47 72 i � * 97 98 s { : , roc ; ' 147 148 23 24 48 49 . 4 - 99 124 149 25 50 r : �-, 75 100 125 • . 150 - AV COM A -1 CONSULTING ENGINEERS, INC i�1ELP �� ROOF STRUCTURES CONSULTING ROOF PROBLEMS ? ?? UPLIFT TEST EXPERTS Owner's Name: _ Permit #: Job Address: 2f r � F _ / Roofing Contractor: ,4/6 C 2 2 7 Type of Tile: / /3" Date installed: Approximate Roof Height: /2 I feet Roof Pitch: " Type of Access to Roof:. ,/ Scaffolds Ladder Other Approximate Square Footage of Roof: t /C- e ft 2 Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100. Date Tested: . '? 3/2 IN ACCORDANCE WIl H THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON- TROL TEST. Ty') S 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATION THIS R - BY: Jo . Marti z P. # 031509 1 CONSULTING ENGINEERS, INC. Lab. Certification # 07- 0306.03 Renews: 01- 1224.05 ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE TAS No. 106 SITE SPECIFIC INFORMATION 4383 S.W. 70th Ct, Miami, Florida 33155 • Telephone (305)740 -9550 • Fax (305) 740 -9550 ENGLISH: Cell (305) 609 -6388 • SPANISH: CeII (305) 498 -9804 A•1 CONSULTING ENGINEERS INC. ROOF STUCTURES CONSULTING UPLIFT TEST EXPERTS LAB. CERTIFICATION No.011224-5 4383 SW 70 CT, MIAMI FL. 33155 TEL305- 740 -9550 FAX - 740 -9550 Permit #: FL. Owner's name: job address: 210 NE 102 ST MIAMI SHORES Roofing contractor. ACCORD ROOFI NG Type of tile: HANSON 13" Approximate roof height: 12 feet Tipe of access to roof: Scaffold: Approximate square footage of rood 40 Required testing force: 35 Ibs Date tested: Number of tests: 73 SKETCH OF ROOF Reviced: t Date: 2 23 2011 Date installed: Roof • 3/12 _ Ladder: Other ft2 AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: North Miami Building Department 12340 NE 8 Avenue N. Miami, FL 33161 (305) 895 -9820 Re: Owners Name: TCYCk1 f /en car Property Address: Z/0 A/ E )02 Si Roofing Process #: /0 /0 — / $ ( Z Dear uildin Offici 1: 1 - cc./ d 6/40, w. certify that the roof decking attachment and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the "Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Structures" adopted by the Florida Building Commission by Rule 9B- 3.047 F.A.C. Qualifying Agent Signature of Qgali,Y ing Agent k ce.ik Ar44-1z. Print Name STATE OF FLORIDA COUNTY OF MIAMI -DADE Sworn to and subscribed before me this o? 5 day of (SEAL) X Personally known or Produced Identification 20 // ..., a...� W ...,y— ;' "e., tnr iAM MATA Notary, Po - State of Flork% • • : My Comm. E mires Oct 28, 2018 " rnmissit,n • EE 37821 Anil anal Notary ANA. 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 M FEB042 BYeoome ®oo�mv Permit No. 12—P 0 — ) V o 2 BUILDING PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING j �,p 2 � OWNER: Name (Fee Simple / Titleholder): 1O 7P/ Phone #: t - 41 _ 1 7 Address: SO 1..i& tot_ Ir City: tIF 5 State: 4L_ Zip: - Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: °✓( j--E ot' City: Miami Shores , County: Miami Dade Zip: -53' g Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: A C.[A II! j 200 1 A C04 S 4 Ttwhone #3 _cia Address: 627 1 c.Sh/ '' s# City: Mt/9 State: // Zip: .3 r/ Qualifier Name: ` i "r c. id 0 ( l tem d Z Phone #: State Certification or Registration #: e 1 2 P6 7 e Certificate of Competency #: Contact Phone #: SO .r - V1,3-2 t'6 . Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ',OAddress UAlteration New ORepair/Replace Description of Work: ODemolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ***************************************F s ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ „ b Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Appl 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 must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspecti which occurs seven (7) days after the building permit is issued. In ; -nce of such posted notice, the inspection will not . / approved and a reinspection fee will be charged. Owner or Agent Contractor The foregoi instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , byfl ��� �( , day of who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY ‘:?:<:1104 - (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Plans Examiner Signature Sign: Print: My ,20_,by who is personally known to me or who has produced as iden ification and who did take an oath. NOTARY PU` L 1 : 1 v u . ,� 1014401 " X PiES: Jsaaari WS Zoning Structural Review Clerk Tile Roof System Excellence Every Day' Roof System Manufactu er: I Hanson Rot 77/Q Notice of Acceptance Number (NO '01--0 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): RpAg,,M)Dieres,s4res, (From the NOA Specific system): 40 - 4 —, psf Fill in the apecitic assembly components. If a component Is not required, Insert not applicable.(nla) in the text box.. .varzuttetwassans,.,.......orr Roof Slope: EE@T37 FEB 0 4 NV "/12" Roof Mean Height: 10 ft. Method of Tile Attachment: P 1: 1-40111 tit Two pJd.j 7k send Altirnate Method of Tile AttaChment per NOA: EMI L____ NA err,' e n Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edqp,F Type: Hook StiPICAat gavge or " 0 I I Miami-Dade County Building Departmen Section D Sloped System D Tile Roof System —3" face 26 ga.- —Galvinized Metal— P 2: — Select Hook Strip — 11-1/4 RS NAIL 4"0C 1 P 3: Deck Type: Optional Insulation: mfile: Basesheet Type: '!_DG DEPT IHOT MOP ASPHALT 1 .-5/8" Plywood— , ■• Optional Nailable Substrate: Optional Nailable Substrate Attachment: IASTM D226 FELT 30#' • • • • + • • • • . ,, • , • • , • Fastener Type for Basesheet Attachment: 11-1/4 RS NAIL 6"0C@LAP 12"0C@FIELD Tile Underlayrnsnt (Cap_Sh6St ) Type: LASTM 90# FELT Tile Underlayment Attachment Method: - MATE ;t11 1,J1 CT TO COMM lANCE WITH ALL FEDERAL I n . ! ! AND COIJN 1 Y RFGUL ATIONS ••••■••■••■•■• M I A M I•DAI E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) The Dow Chemical Company . 1605 Joseph Drive 200 Larkin Center Midland, MI 48674 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Tile Bond -Roof Tile Adhesive 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 No. 06- 0417.02 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. NOA No.: 08- 0512.18 Expiration Date: 08/23/11 Approval Date: 07/11/08 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: SCOPE: This approves TILE BOND as manufactured by The Dow Chemical Company, as described in this Notice of Acceptance, designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. For the locations where the pressure requirements, as determined by applicable building code, do not exceed the design pressure values; as obtained by calculations in compliance with RAS 127, using TILE -BOND, and where the attachment calculations shall be done as an uplift based system. PRODUCT DESCRIPTION: Manufactured by Product Applicant Dimensions Description Tile -Bond Factory premixed canisters Single component polyurethane foam roof tile adhesive COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of TILE -BOND roof tile adhesive. TYPICAL PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability MIAM4DADE COUNTY APPROVED Roofing 07320 Roof Tile Adhesive Polyurethane Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2842 ASTM E 96 ASTM D 2126 Results 1.91 lbs. /ft. 10 PSI @ 10% deflection 17.0 lbf @ 180 °F, 65% RH for 90 days, concrete to concrete 3.96% absorbed by Volume 2.67Perm / Inch 1.01% Volume Change @ - 40 °C., 2 weeks 10.44% Volume Change @70 °C., 97% Humidity, 2 weeks NOA No.: 08- 0512.18 Expiration Date: 08/23/11 Approval Date: 07/11/08 Page 2 of 9 LIMITATIONS: 1. Fire classification is not part of this acceptance. 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. TILE BOND shall solely be used with flat, low, medium, and 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 TILE -BOND roof tile adhesive with their tile assemblies shall test in accordance with RAS 101 with section 10.4 as modified herein. _ W 6. F' ' MS INSTALLATION: 1. TILE BOND may used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of TILE BOND. 2. TILE BOND 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 TILE BOND shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. TILE -BOND roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and The Dow Chemical Company TILE BOND Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by The Dow Chemical Company. 5. Pressure treated wood filler block shall be required on all eave course of all tile profiles, except on two piece barrel tile 6. Tiles must be adhered in freshly applied adhesive. Tile must be set within 4 minutes after TILE BOND has been dispensed. 7. TILE BOND 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.: 08- 0512.18 Expiration Date: 08/23/11 Approval Date: 07/11/08 Page 3 of 9 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum patty Weight per tile (grams) Contact Area (Square inches) Flat / Low Profile #1 11.1 19.5 Medium Profile #2 11.0 19.5 High Profile ( Head) High Profile (Nose) #3 22.0 11.0 39 19.5 Two Piece Barrel #4 11.6 20 LABELING: All TILE BOND containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: Any documentation required by the Building Official or applicable building code in order to properly evaluate the installation of this system NOA No.: 08- 0512.18 Expiration Date: 08/23/11 Approval l ate: 07/11/08 Page 4 of 9 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report ^r ate Center for Applied 25- 7512 -1 TAS 101 Engineering 25- 7512 -2 TAS 101 25- 7512 -3 TAS 101 25- 77512 -4 TAS 101 25 -7781 Physical Properties Testing 257794 -2 SSTD 11 -93 South Research Institute 01.8366 -014 ASTM E108 -95a February 1997 Walker Engineering, N/A Evaluation of Test on a Two -pad 12/16/97 Inc. System Celotex Corp. Testing 520111 -1 TAS 101 12/28/98 Services 520111 -2 TAS 101 12/28/98 520111 -3 TAS 101 12/28/98 520111 -4 TAS 101 12/28/98 520111 -7 TAS 101 12/28/98 520111 -8 TAS 101 12/28/98 520111 -12 TAS 101 12/28/98 520135 -3 TAS 101 02/01/99 520135 -4 TAS 101 02/01/99 520135 -5 TAS 101 02/01/99 IBA Consultants Inc. 4848 -8 TAS 101 05/19/08 4848 -7 TAS 101 05/19/08 4848 -6 TAS 101 05/19/08 4848 -5 TAS 101 05/19/08 4848 -4 TAS 101 05/19/08 4848 -3 TAS 101 05/19/08 4848 -2 TAS 101 05/19/08 4848 -1 TAS 101 05/19/08 M1A•I.DADE COUNTY APPROVED 01/25/96 01/25/96 01/25/96 01/25/96 11/07/96 10/03/96 NOA No.: 08-0512.18 Expiration Date: 08/23/11 Approval Date: 07/11/08 Page 5 of 9 ADHESIVE PLACEMNT 1 EMAIL LOW (FLAT) F OFHLE DETAIL #i NOA No.: 08- 0512.18 Expiration Date: 08/23/11 Approval Date: 07/11/08 Page 6 of 9 MEDIUM PROFILE DETAIL #2 NOA No.: 08- 0512.18 Expiration Date: 08/23/11 Approval Date: 07/11/08 Page 7 of 9 HIGH PROFILE DETAIL #3 NOA No.: 08- 0512.18 Expiration Date: 08/23/11 Approval Date: 07/11/08 Page 8 of 9 BARREL PROFILE DETAIL #4 END OF THIS ACCEPTANCE NOA No.: 08- 0512.18 Expiration Date: 08/23/11 Approval Date: 07/11/08 Page 9 of 9 MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Hanson Roof Tile 858 South Military Trail Deerfield Beach, FL. 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NO .A shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Hanson Flat 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 NOA consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 0720.03 Expiration Date: 09/27/12 Approval Date: 09/27/07 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Flat Profile Roofing Tiles. Concrete 1. SCOPE This is a new system using Hanson Flat Tile, as manufactured by Hanson Roof Tile Inc. in Sanderson, Florida 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 Applicant Dimensions Specifications Hanson Flat Tile Trim Pieces Test Agency PRI Construction Materials Technologies Redlar.d Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. 1 =17.25" w = 13" 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Identifier HRT -023 -02 -01 7161 -03 Appendix III 94 -084 94 -060A 25- 7094 -2 25- 7094 -8 TAS 112 TAS 112 Product Description Flat, interlocking, concrete tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report TAS 112 Static Uplift Testing TAS 102 & TAS 102(A) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing TAS 102 (4" Headlap, Nails, B:attens). Date June 2007 Dec. 1991 May 1994 March, 1994 Oct. 1994 Oct. 1994 NOA No.: 07- 0720.03 Expiration Date: 09/27/12 Approval Date: 09/27/07 Page 2 of 6 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Red land Technologies Red larid Technologies Red land Technologies The Center for Applied Engineering, Inc. Nutting Engineering Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 1 Engineering, Inc. 25- 7094 -5 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test #MDC -77 13343.1 520109 -1 520111 -4 520191 -1 Calculations Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations • Evaluation Calculations Calculations Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) 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 Aerodynamic Multiplier Restoring Moments 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 78044 & 5 25- 7848 -6 25 -7183 Two Patty Adhesive Set System NOA Expiration Approval Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 2006 Dec. 1998 March 1999 May 2006 May 2006 February 1996 April 1996 December 1996 March 1995 April 1999 No.: 07- 0720.03 Date: 09/27/12 Date: 09/27/07 Page 3 of 6 Table 3: Restoring 3 ":12" Moments due 4 ":12" to Gravity - M 5 ":12" (ft-Ibf) 6 ":12" 7 " :12" or greater Tile Profile 2 ":12" Hanson Flat Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.53 8.25 7.46 ' 8.17 7.35 8.05 7.20 7.88 7.02 7.69 6.83 7.48 Table 1: Average Weight (W) and Dimensions (I x w Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Hanson Flat Tile 11.2 1.4375 1.08 Table 2: Aerodynamic Multipliers - X (ft Tile X (ft) X (ft Profile Batten Application Direct Deck Application Hanson Flat Tile 0.304 0.330 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 RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A' Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson Flat Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 07- 0720.03 Expiration Date: 09/27/12 Approval Date: 09/27/07 Page 4 of 6 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Hanson Flat Tile 2 -10d Ring Shank Nails 30.9 38.1 N/A 1 -10d Smooth or Screw Shank Nail 7.3 9.8 N/A 2 -10d Smooth or Screw Shank Nails 14.0 18.8 N/A 1 #8 Screw 30.8 30.8 N/A 2 #8 Screw 51.7 51.7 N/A 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 N/A 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 N/A 2 -10d Smooth or Screw Shank Nails (Field Clip) 35Z 35.5 N/A 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 N/A 2 -10d Ring Shank Nails' 50.3 1 65.5 N/A 1 installation with a 4" tile headlap and fastemers are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mr (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Fiat Tile Adhesive 31.3' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. f olyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance 118.9 Hanson Fiat Tile PolyProTM PolyProTM 40.4 4 Large paddy placement of 45 grams of PolyProTM. 5 Medium paddy placement of 24 grams of PolyProTM. Table 5B: Attachment Resistance Expressed as a Moment - M -Ibf) for Mortar or Adhesive Set Systems Tile Profile` Tile ApplicatTo Attachment Resistance Harson Flat Tile Mortar Set 43.9 1 6 Tile -rite Roof Tile Mortar. NOA No.: 07 0720.03 Expiration Date: 09/27/12 Approval Date: 09/27/07 Page 5 of 6 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". HANSON FLAT TILE LABEL (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS HANSON FLAT TILE END OF. THIS ACCEPTANCE NOA No.: 07-0720.03 Expiration Date: 09/27/12 Approval Date: 09/27/07 Page 6 of 6 NOTICE OF COMMENCEMENT A RECORDED COPT MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.1F 10° 1 0•3921 TAX FOLIO NO STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain re-el T' %R C OF DADS property, and In accordance with Chapter 713, Florida St atut� on n is provided in this Notice of Commencement. I o-tERE.BY CER Y that th,s is a rue copy the orrgrn$h�ile�i this ' day of C// /l/ A D 20 ft) WITNESS my hand and Ofhual..eal. HARVE _' , d + GLE 6(, ac 7 6 to 3 1 1. Legal description of property and street/address: 2./ 2. Description of improvement: tie 1 u °f i Ll . 3. Owner(s) name and ad dre To d d 1 � 2Nctf-i id N E 6Z i4.74111 Sao ✓e Interest in property: /V r a Name and address of fee si pie titleholder. 4. Contractor's name, address and phone number. • By 123.01 42. PAGE 3 3110 Signature(s) of Qwner or Prepared By . v Print Nance Title/Office ®u r /L— STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing Instrument w as acknowledged before me this By Individually, or ID aS U Personally known, o roduced the following 0\ •Ui .:....1� Under penalties of perry, I declare that !have read the f that the facts stated in it are true, to the best of my knoWl a d ,:o4 5. Surety: (Payment bond required by owner from contractor, If any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement (the expiration date Is 1 year from the date of recording unless a different date Is specify WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION. 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. iF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. or/Partrter/Manag k GZ /,� Prepared i3yr Print Name Titte/of ice J a . and ge. and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Pattner/Manager who signed above: 111111 11111111 11111 1111 1111 CFN 2010R0737249 OR Bk 27472 Ps 3741i (1as) RECORDED 10/29/2010 12 :54:19 HARVEY RUV'IN, CLERK OF COURT FIAI'II -DADE COUNTY? FLORIDA LAST PAGE 14 ?, •, / , � / "P9�•, / ! r >% •' ®12" IrG3��v, u e type of 1. :, r ."' !sir* !, Signature of Notary Public: .. � 2.1, .:®'-. Print Name: �l. �� ®� (SEAL) . ; e 0 C10.. 1, 0 °I•:.s MJI 11 grids 2014 541 By BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): Phone #: J . / S " y3 Address: 4 /�c) /Je /) _ City: , ; �-c. -d 5 n � Zip: j' / Y cr Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 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 AJZ,T lo State: City: Miami Shores County: Folio/Parcel #: 1/- - Is the Building Historically Designated: Yes Type of Work: OAd(ir - e T ss UAlterat Description of Work: / { ( C C 0 •. Flenitit 2.®, a NO CONTRACTOR: Company Name: C C. 4 COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** **F * * Permit Fee $ Submittal Fee Scanning Fee $ Notary $ Double Fee $ Structural Review $ Radon Fee $ Training/Education Fee $ OCT 2 1 2010 Permit No. 1 6 — 1-5(:::21 Master Permit No. Miami Dade Zip : 15? n CON A vi4 Square/Linear Footage of Wor New URepairmeplac Flood Zone: Z -'— = _' L r - S1VZ, el ' L l'hone #: '3P5 161 Address: CI 7 C 5 W 5 -- City: irh t i Qualifier Name: RI t G.4 el 0 OPtoet 'Z ` State Certification or Registration #: CCC° 1 Z 8 6 74. Certificate of Competency #: //4 Contact Phone #: e6 -2 16 Email Address: l't / � (C e� 1 Roo irN 5 yea 1, o0 . C 6 14. - 1 DESIGNER: Architect/Engineer: Phone #: zip 33/ Phone #: 4/9 ❑Demolition **** * * * * * * * * * * * * * * * * * * * * * * * * *s * * *s* CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $1 tJ3 • �o Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. Jv-thv absence of such posted notice, the inspection will not be a roved and a reinspection fee will be charged. Signatur e Owner or Agent ! Contractor The foregoing in trument was acknowledged before me this 27 The forego]. g instr ment was acknow edged before me this L'/ day of 0 L by day of , 20 /A / /Gk it who is personally known to me or who has produced as ' ' entification and who did take an oath. who is perso known to me or who has produced s identific. .: ° :"; d who did take an oath. Sign: Pri My Commission Expires: * * * * * * * * * * * * * * * * * ** APPROVED BY (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) ALEJANDRA BRITO 's Notary Public - State of Florida My Comm. Expires Jun 10, 2014 • 0541 Plans Examiner Structural Review Signature NOT • Sig Print: My mmission Expires: Zoning Clerk ALEJANDRA BRITO tary Public - State of Florida Comm. Expires Jun 10, 2014 0541 * 7 t71 *** * ** ** ** ** ** ** ** * *** * ** ** ** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * PRODUCER Morgan Insurance Group • 13155 SW 42nd Street, Suite #107 Miami, FL 33175 — 1 ,v,c P THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE . HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Phone (805)222 -9001 • Fax (305)222 -000$ INSURERS AFFORDING COVERAGE NAIL # INSURED Accord Roofing 8r Construction Corp 16250 SW 23 St Miami, FL 33176 1 (305) 803 -2168 A: MAXUM SPECIALTY INSURANCE CO _ INSURER B: INSURER C: INSURER D: INSURER E: COVERAGES INSURER F: • THE POLICIES OF INSURANCE USTED.HAVIE BEEN ISSUED TO THE JNSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING • ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITHRESPECT 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. N $ R JNI R A Min . D TYP OF INSURANCE GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY PO LICY NUMBER • 1003082 • _ POLICY EFFECTIVE POLICY PA (Y EX> EXPIRATION pars f EFF LIM ITS . EACH OCCURRENCE ,. 1,000,000 03/11/10 03/11/11 PREMI ( 100,000 • ❑ CLAIMS MADE n/ OCCUR MED isle (Any one person) . 1,000 • PERSONAL & ADV INJURY 1,000,000 • GENT • GENERAL AGGREGATE 2,000,000 AGGRE=GATE LIMIT APPLIES PER: POLICY ❑ PROJECT ❑ LOC PRODUCTS - COMP /OP AGG 1,(]00,000 • • " AUTOMOBILE • • ❑ 0 • LIABILITY ANY AUTO • COMBINED SINGLE LIMIT (Es accident) ' ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON OWNED AUTOS BODILY INJURY (Per person) . BODILY INJURY . ' (Per accident) • PROPERTY DAMAGE (Pet accident) GARAGE LIABILITY ❑ ANY AUTO ❑ AUTO ONLY EA ACCIDENT • • OTHER THAN EA ACC_ AUTO ONLY: ` AGO i , EXCESS/UMBRELLA LIABILITY • . EACH OCCURRENCE . • OCCUR • CLAIMS MADE AGGREGATE • ❑ DEDUCTIBLE ❑ RETENTION 5 • WORKERS COMPENSATION AND EMPLOYERS' LIABILITY • ANY PROPRIETOR /PARTNER / EXECUTIVE • OFFICER / MEMBER EXCLUDED? If yea, describe under SPECIAL PROVISIONS below 0 WC STATU- • OTH- __TORY LIMITS ER • E.L. EACH ACCIDENT E F L DISEASE - EA EMPLOYEE EL DISEASE - POLICY LIMIT OTHER . DESCRIPTION OF OPERATIONS 1 LOCATIONS /VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS • CERTIFICATE HOLDER IS ADDITIONAL INSURED. • • p 1 CERTIFICATE HOLDER • ACORD 25 (2001/08) OF T00J 6O9 CERTIFICATE OF LIABILITY IN MIAMI SHORES 10050 N.E. 2ND AVE MIAMI SHORES, FL 33138 • FAX: (305)756 -9972 CANCELLATION DA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE © ACORD CORPORATION 1988 EL689SLS02 F 9DNz1 IIISNI NI 9 IOW LT : TT 0TOE /TE /0T ACORQ CERTIFICATE OF LIABILITY INSURANCE 1 DATE 1/ 1/2010 PRODUCER Affiliated Agency Ops 16 South River Street Wilkes-Barre, PA 18702 Tel: (800) 673 -2465 Fax: (570) 820 -7968 THIS CERTIFICATE IS ISSUED AS A MATER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # rn," loyee Leasing INSURER A. EastGUA • "= 14702 Solutions, Inc. Phone: (941) 746 -6567 INSURER B: INSURER C 1401 Manatee Ave W. Suite 600 Bradenton, FL 34205 1 - _ . INSUR• � D: . II � INSURE' s COVERAGES THE POUCIES OF INSURANCE USTE • - q • ANY REQUfREMENT, TERM • C • • MAY PERTAIN, -- FF - r - c POLICIES. AG • • . TE 5 i ,' O MAY BEEN ISSUED TO HE INS ■ ' ED ., , i 1 4 E FOR THE POLICY PERIOD NDICATED. NOTWITHSTANDING CONTRACT OR OT DOC .- TO WHICH THIS CERTI ATE MAY BE ISSUED OR THE POLICIES DESCRI REI , - . - CT TO ALL THE TERMS, EXCLUSI r SAND CONDITIONS OF SUCH VE BEEN REDUCED BY IT ADD k7, r� c. COI, _ . IAL GENERAL LIABILITY 1 , y POL9CY EXPIRATION . in= EACH S l I � 'i � 7 1 1 + / �T ll L••u1 1 i 1.i..A∎ E PREMISES Ma oc uroncel $ CUUMSMAOE OCCUR „!Pr EXP :,i one ,,.1, •n GENT AGGREGATE UMIT ' ER: .. . P S T •i �: • ,: b - • ,l' , - .t, AUTOIIOBIL . a ANY AUTO I � • "r f� OS 4 =' AUTOS Ilh ■ \ OMBINEDfIN aGLE LIMIT $ BODILY I (Per moon) � BODILY INJURY (Per accident $ PROPERTY Ter $ GARAGE LIMN ■ ANY AUTO ONLY . EA ACCIDENT OT7IERTHAN EA ACC $ $ AUTO ONLY: AGO • -' BOJTY �►'� • U _ • CLAIMS hal DED :, RE 7EN71• S It EACH OCCURRENCE AGGREGATE $ $ A EL ERS g IPE AN I inEi E ; .t T . CUTIVE IIyo s, des a ibe und 8 .L PROVSIONS below EMWC109947 02/22/2010 01/01/2011 X ARM= E . CH ACC ❑ 1000 �Q El. DISEASE _ EA EMPLOYEE $1.000.000 EL. DISEASE - POLICY LIMIT $1,000.000 OTHER Client ID: #4609004 *Valid in the State of Florida' DESCRIPTION OF OPERATIONS) LOCATIONS I VEHICLES COVERAGE APPUES ONLY TO THOSE EMPLOYEES LEASED Amerltemps Employment Inc Qualifiers Name: John Montanaro Aprox active employee count: 160e:r Trade Productions 1 EKCLUSWNS ADDED SY ENDORSEMENT! SPECIAL PROV/SIONS EastGUARD insurance Company TO BUT NOT SUBCONTRACTORS OF: carries an A.M. Best Rating of A- (Excellent) and a financial size F inancle' Strength Category of VIII A. E CERTIFICATE HOLDER CANCELLATION Miami Shores Village 10050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCES BE CANCELLED BEFORE THE ENPIRATIOP DATE THEREOF, THB ISSUING INSURER WILL ENDEAVOR TO MIL se DAYS WRI'rrEN NOTICE TO THE CERTIFICATE HOLDER NAMED TOTCE LEFT. BUT FAILURE TO DO SO SHALL DIPOSB NO OBLIGATION OR LIABILITY OF ANY KIND UPON TIE INSURER ITS AGENTS OR REPRESENTATWES. / l AUTHORI�D REPREBEARA'1.kV$ I %✓,ate /_I�� %f� Nov 01 10 03:04p SDavis85 9546804569 p.2 OCT 28, 2010 14:23 3052212037 PrI U � 10E Pagel ACCORD ROOFING & CONSTRUCTION CORP. 152850 SW 23 STREET MIAMI, FL. 33 185 PHONE: (305) 8032169 FAX: (305) 221 -2037 LICENSE NO.: CCC 1328676 TO: City of Miami Shores Building Department RE: 210 NE 102n Street Miami Shores, lit. 33138 To Whom it May Concern, We have been notified by the owner at the above referenced address that at the present time the roof overhang located over the pool in the exterior back of residence is damaged and unsafe. Accord Roofing & Construction Corp. will be working on the main residence roof, and will take precautionary measures so that our current work does not near the afore mentioned damaged structure. If you have any questions, please do not hesitate to contact me. Sincerely, Rick (ime2 Owner Accord Rooting & Construction Corp. (305) 803 -2169 • • •••• •. • • ••• • • ••• • •••• • •••• • • • •••• ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • • • • • • • •• Master Permit No. /� [� Process No. Contractor's Name P► O { ( 1 %OOT; Gy► (0!V kir(AC 1 dNi Job Address G 10 N 1 0Z 5+ ❑ New Roof ❑ Low Slope ❑ Asphaltic Shingles • ••• ; ORIANCE WITH ALL FEDERAL " UNTY RULES AND REGULATIONS �i Shores Village Florida Building Code High Velocity Hurricane Zone Uniform ❑ Mechanically Fastened Tile Mortar /Adhesive Set Tile ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) LI /430 Total (SF) 1 4 I A 30 Ser_tinn R (Rnof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. • ear •. • • 33 • 94 9 ry OCT IppEOMEVIElh Ld gll BY: `"� Tile Roof System • • —Melivezing Excellence i►>ery. Day Roof System Manufacturer: MONIER LIFETILE LLC Notice of Acceptance Number (NOA): Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): Ia n DpAg 1 anieressures, (From the NOA Specific system): ?# ...... psf3 e Fill in the specific roof assembly components. If a component Is not required, insert not applicable (n!a) in the text _ box. Roof Slope: NA • • • .. .. • • .... • "/12" Roof Mean Height: 16 ft. Drip Edge Size & Gauge: Drip Edgt'i1llgaterial Type: • • •••• . • • • • • • • • ['rip Edgeastener Tin • .• • . • • • . • ; hook Strip(Clegt gauge.arareight: • • • • • • • .• • •• •• • • • •• •• • Miami -Dade County Building Department Electronic Application Section D Sloped System Description Tile Roof System 07- 0711.03 P1: Method of Tile Attachment: Adhesive, koteditics-P-add1r Polyfoam Pol ro- - TtA) O Pelde Z".6 -- — Atemate Method' of Tile Attachment per NOA: —3" face 26 ga.— • — Galvinized Metal— P 2: 2 -1/4 RS NAIL 4 "OC — Select Hook Strip — P 3: Deck Type: Optional Insulation: INA Optional Nailable Substrate:- Optional Nailable Substrate Attachment: Basesheet Type: IASTM D226 FELT 30 #' 1 Fastener Type for Basesheet Attachment: Tile Underiayment (Cap Sheet ) Type: Tile Underlayment Attachment Method: Tile Profile: 1 -1/4 RS NAIL 6 "OC @LAP 12 "OC @FIELD P1: P2: P3: Section E 2 Roof Slope MIAMI- COUNTlf: "Delivering Excellence Every Day" Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based tile 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 tile attachment method Is acceptable. x I: x 1: xl: Design Pressure Mean Roof Height Description Aerodynamic Multiplier Restoring Moment dsigtjg Gravity Attlabeneet Resistance • • _ .......c► • - -- Reg Free Moment Resistance Requurei Vplift Resistance • • • Average Tile Weight• • • • • TilegDirherlaions • • • • • • .. •• Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile 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 tile attachment method is acceptable. 1t3 P 1. ' -45 x2,, = : � - Mg: = Mr1 5 ' '�jy I NOA Mf P 2 -78.6 x X. = - Mg = Mr2 16.57 5 ` tQ f P3 - 116.2', x x _._._.. = - Mg = Mr3 ._._ _.� A Mf • • • • x w: x w: xw: Where to Obtain Information to complete tile calculations Symbol P1 or P2 or P3 engineer based on ASCE 7. • • Mf • • •• • Mr • • • • • • dy • I = length • w =width • Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form 0 Mg F' Fr 0 313 0.313 0.313 24.60 36.37 - W: - W: - W: 8.03 8.03 8.03 6.09 28.34 x - cos 0: [7 = Fr1: • cos 0: 171 = Fr2: • cos 9: =Fri: Where to Find Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional Job Site Job Site Calculated Product Approval (NOA) Product Approval (NOA) Product Approval (NOA) Product Approval (NOA) Calculated Product Approval (NOA) Product Approval (NOA) 5 5 • NOA F' NOA F' NOA F' • • • .• • MIAMMADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MonierLife131e, LLC 200 Story Road Lake Wales, FL 33853 MIANII -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County_ and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the .expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 (Shake, Slate & Split Shake) Concrete 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 d, NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followeby the pxpirition date may be displayed in advertising literature. If any portion of the NOA is • displayed.then it ghall be done in its entirety. • IN §ItrilON ::A of this entire NOA shall be provided to the user by the manufacturer or its • • distrilitrtors and Mar 158 available for inspection at the job site at the request of the Building Official. • This tevises NOA#'(DT- 0228.03 and consists of pages 1 through 7. The„ttknittted dcac"tilfluation was reviewed by Alex Tigera. • • • •• •••• • • • •• • • • NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 1 of 7 • • .• •• • • ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: PRODUCT DESCRIPTION Manufactured by Applicant MonierLifetile LLC Saxony 900 Trim Pieces SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. • • The tentieefor Applied• • • • Engiac Inc. • • • • • • . • The C®ttte! for Applied • • • Engineering, Inc. • • • • • • • • • • • • •• •••• • • • •• • • • • • Roofing Flat Profile Roofing Tiles Concrete SCOPE: This new NOA approves a system using MonierLifetile Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured MonierLifetile LLC 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. Dimensions 1 =17" w = 13" 1- 5/32" thick Slate 1- 9/32" thick Shake & Split Shake 1= varies w = varies varying thickness Test Identifier 7161 -03 Appendix 111 94-084 94-060A 25- 7183 -6 25- 7183 -5 Test Specifications TAS 112 TAS 112 Product Description Flat profile, interlocking, high- pressure extruded concrete roof tile _equipped with -_ two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Accessory trim, concrete roof pieces for use at rakes, ridges "and "valley terminations. Manufactured for each tile profile: Test Name/Report Date Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA102 (2 Quik -Drive Screws, Battens) NOA No.: 07.0711.03" Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 2 of .7 Dec. 1991 May 1994 March, 1994 Feb. 1995 Feb. 1995 • Test Agency 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. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers .... • • • • .... • • • • • • • • • • • • • • • • • • • • • • • • • • •• •. • • • • • • • • •• •• •••• •.•• • • .. • • • • • Test Identifier 25- 7214 -1 25- 7214 -5 7161 -03 Appendix 11 Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 520109 -1 520111 -4 520191 -1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations 130 Test Name/Report Static Uplift Testing PA 102 (1 Quilt-Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Static Uplift Testing PA 101 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 Date March,`.19 u. . March, 1995 Dec. 1991 Aug. 1994 July19.. Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 February 1996 , App December 1996 March 1995 January 2007 April 1999 February 2007 January 2007 NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 3 of 7 Table 3: Restorin ' Moments due to Gray - M ft-lb Tile Profile► • Saxony • Sla e, rke ice 2 ":12" Battens Width -w (ft) 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" greater or Direct Deck •Qfte Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens • 7.16 ; J i • • ... 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) MonierLifetile Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - X ft Tile X (ft X (ft Profile Batten Application Direct Deck Application MonierLifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake • • • • • • • . . • • • • • • • • • • • • • LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 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. 4. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 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. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in- compliance with applicable building code. INSTALLATION: 1. MonierLifetile 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. 2. Data For Attachment Calculations • • •••• • • .• • • • NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) .. for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 . #8 Screws 51.7 51.7 24.4,- 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 ` 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 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 MI (ft -lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment_ Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake - Adhesive 31.3` 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Sln9le Patty Adhesive Set Systems • 1964 •_ - •___Prpfile ; Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, $hake & Split Shake Polyfoam POIVPrOTM -118.V - . " -' Polyfoam PolyProTM 40.4 3 Large paddy placement of 45 grams of PolyProT"'. 4 Medium paddy placement of 24 grams of PolyProT"^. Table 5B: Attachment Resistance .Expressed as a Moment - Mf (ft-Ibf) •••• • for Mortar Set Systems •••• • 1964 •_ - •___Prpfile ; Tile Application Attachment Resistance MonierLifetile Sammy 900 Slite ape & ppfitShake Mortar Set' 43.9' 5. 'tile -Trite Roof tIt i1ortar • • • • • • • • • • • • • • • • • • • •• • • •• • • • NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 5 of 7 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 ". MONJERLIFETILE LLC, SAXONY 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. •• • • • • •••• • •• • • • • • • • • • •. • • •• • • • • • • • • • • • •• • • • • • PROFILE DRAWING WATERLOCK • •• •• • • • 1 MONitiCIFETILE SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) • • • • • • • • •• •••• NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 6 of • • • • • • MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) .. • • • • ••.• • •. • • • MQNIERTrIFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL) • • • • • END ter, THIS ACCEPTANCE A N!'�Ti •• •• • •.•• • • • • • • • • •• •••• • • • • •• •• • • • • •• • . • • • PROFILE DRAWING NOA No.: 07-0711.03 _ ExpirationDate: - 04/26/12 - Approval Date: 09 /07/07 Page 7 of 7 • • • • • • • • • • • • • • • • MIAM IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building codc 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.lyp,A renews NOA No.0l - 0521.02 and consists of pagcs 1 through 7 Pg g The witted dQcuttiegtation was reviewed by Jf rge L. Acebo. • • • • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • 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 NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: SCOPE: This approves Polypro® A11160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Polypro® AH 160 N/A Foampro® RTF 1000 N/A ProPack® 30 & 100 N/A PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content •... • • Nbtc*:' The Qhxsieal properties listed above are presented as typical average values as determined • by acctpted ASTM test methods and are subject to normal manufacturing variation. • • . • ...... • • • .. .. Roofing Roof tile adhesive Polyurethane Test Specifications TAS 101 Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Results 1.6 lbs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks 86% NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 2. Polypro® AI-1160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 10 L 5. • • Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with • • • • • their tile ase assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. •••• • • • • • • •••••• • • • • • • •• • • • ••• •••••• EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 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[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. • • • • • , •••••• ! F • • • • • • • 2 F'= • • " • " MS • OOOOOO • • • • • •••••• •••• • • •••. • • 000000 • • • • • • • • • W NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 1 auie 1: aanesive Ytacement For Each Generic Tile Profile Tile Profile Placement Detail #1 Single Paddy Weight Min. (grams) 35 Two Paddy Weight per paddy Min. (grams) N/A Flat, Low, High Profiles High Profile (2 Piece Barrel) #1 _ 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 INSTALLATION: 1. Polypro® AI-1160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH 160. 2. Polypro® AII160 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 Polypro® 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. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 &.100 dispensing equipment only. 7. Polypro® 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 Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall he in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein. • BITILJ.ING PERMIT REQUIREMENTS: • •••• • •• • • "" • mitered bytfie P iilding Official or applicable building code in order to properly evaluate the • installation of:t his sy+ • • •••••• • • • • •••.•. • •• • • • • • •••• • • •••• •.•••• • •••••• • .. NOA No.: 06- 0201.02 Expiration Date: 05 /10 /11 Approval Date: 04 /13/06 Page 4 of 7 • Nail through plastic cement Underlayment Nan through plastic cement Under layment Paddy 1Beneath Tile} Nail through plastic cement .... • • • • • •••• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • ••••.. ••.• • • •••• •..... • • •. • • • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 101n. Eave Keep adhesive approz 41n. up from weepholes EareCourse Paddy (Bert The) Fascia MO* Eve closure adP 1) Place enough adhesive to acNeve 1Y to 23 Op1onaJ2a4'sfor square inches in contact with the pan tie 2) Turn � outside covers down. Place adhasive 112 in. edge of cover tlie. Then install the toe. N top portion of the eave copse cover tile. Abut to second course of pan files. Ensure cave earl of pan and cover toes are flash at save One. Eave closure (mortar shown) Nan through plastic cement NOA No.: 06- 0201.02 Expiration Date: 05/10/1I Approval Date: 04/13/06 Page 5 of 7 • • • • • • •. • • • • • • • • • • • • • • •• • • • • • • • •• ▪ • • .•.... • • •• • •• •• • •• • • • • • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATFY •••• • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 • Approval Date: 04/13/06 Page 6 of 7 ...• • • • • •• •• O OOO O O • • • • • • • • • • • • Nail through plastic cement * Single paddy 3 in. under the t x3in. Single paddy on under- layment Single paddy on top of tile Paddy (between tile) Paddy (under tile) Eave course 2 in. X 7 in. medium size paddy eave Faso course only • • • • • • • •• • • • • • • • • • • •• •• •••• • • • .•. .•.••• • • • • • • • Nail through plastic cement Cta- 3 in. x 3 In. Single on underiayment Single paddy on top of tile ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Eave Course Nail through plastic cement Undertayment j4 ti ln.x 3 in. Single 41n. paddy on under. layment Single Paddy on top of tile Ears Cause Single paddy under tile Single paddy between tile 21n. x 7 in. medium size paddy eave course only Fascia Weephole Eave closure Drip edge Single paddy between tile r �� Eave Closure 2 In. z1 in. medium Faso paddy eave course only END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page7of7 • • •• • • • • • • • • • • SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor he owner's initial in the designated space indicates that the item has been explained. 4 1. Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of A viding that the roof system meets the wind resistance and water instruction performance standards. esthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such alor or architectural appearance, that are not part of a zoning code, should be addressed as part of the Bement between the owner and the contractor. 2. i �.e Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed ' accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to re Wing the existing roof system). 3. /' Common roofs: Common roofs are those which have no visible between neighboring units (i.e., ownhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owners ould notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetratiopof the underside of the decking may not be acceptable. This provides the option of maintaining the appea ce. 5. P Ponding water: The current roof system and /or deck of the building may not drain well and may e water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the origin oofing system is removed. Pounding conditions should be corrected. 6. ` Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflo scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in ac ante with the requirements of Sections R4402, R4403 and R4413. 4/entilation: Most roof structures should have some ability to vent natural airflow through the inter th structure assembly (the building itself). The existing amount of attic ventilation shall not be • • reducted 4 rilav • e beneficial to consider additional venting which can - t in extending the service life of the • • • ••• • - • • •••• • •• . Ow r /Aggr§ 4 Signature Date •..£dvised on•7 /9/2k09 LD • d6,. Contractor Sig ture /P -Zi °/t Date To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Property Address: Roofing Permit Number: Dear Building Official; / Revised on 5/21/2009 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. •• • • •••• • • • • • • •• • • Jr" I( / l G 52- M iami Shores Viiiage Building Department /L- Print Name 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date: / f 6 certify that I am not required to retrofit the roof to wall connections of my building because: he just valuation for the structure for purpose of ad valorem taxation is Tess 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 e.E ion of t e South Florida Building Code (1994 SFBC) • Sta,te of F.Ib •'Cettnty of bads :. • • • •The undersigned, bei ?g4hefirst duly sworn, deposes and says that he /she is the owner for the above property mentioned. .. Syl om ta8nd s bscri • b ................ me this _ b • a� da • • •glnun.. ALEJANDRA BRITO Notary Public - State of Florida (4; My Comm. Expires Jun 10, 2014 mmission # DO 1000541 I Mr‘,1 •••• • • �gtary P ;blic, Sate dffIorida at Lar • .••.•• •• •••• • • ...... • When therjust valuiafjpli of tree structure for pu SFBC. TRen you must provide a building app cation from a General Contractor for the Roof to Wall connection Hurricane Mitigation. of ad valorem r . • . ual to or more than $300,000.00, and the bulding was not con C nor a 1994 Primary Zone: 0900 SINGLE FAMILY RESIDENCE CLUC 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/3 Floors: 1 Living Units: 1 Adj Sq Footage: 2,650 Lot Size: 10,618.40 SQ FT Year Built: 1981 Legal Description: VAZQUEZ SUB PB 115- 23 LOT 1 BLK 1 LOT SIZE 81.68 X 130 OR 20464 -1152 05 2002 4 COC 26107- 222611 2007 3 Folio No.: 2010 2009 • • • n xis ority: P K W RhQtion/ Taxalele Applied Exemption/ 1' i bie Building Value: • VIA : Value: - t. 0/$421 16' ,.0 ,8 q 'I'M... ,0/$421,16 &T.0 ,, 6111111.1111 =CM 0 : ,836 . chooi Board: r , /$421 1 ,16• , 011164,836 Folio No.: - 3206,0E+8 -0010 Property: 210 NE 102 ST Mailing Address: DEUTSCHE BANK NATL TRUST CO TRS C/O FLORIDA DEFAULT LAW GROUP PL 9119 CORPORATE LAKE DR #300 TAMPA FL 33634- Year: 2010 2009 Land Value: $165,320 $181,026 Building Value: $255,844 $273,809 Market Value: $421,164 $454,835 Assessed Value: $421,164 $454,835 • a h My Home Show Me: Property information Search By: Select Item Text only Property &apraiser Tax Estimator L Property Appraiser Tax Comparison Summary Details: Property Information: Assessment Information: Taxable Value Information: SaIP•n &ryniatinn' • • • • • • • • • •• •••• • • •••••• • •••• • http'• / /gisims2s ialhidac .gpv /myhome /propmap.asp • • • • Aerial Photography - 2009 My}lomg 1 Property lnformaBo_n I Pro eny Taxes 1 My Neiehbarttoo Property_ Ai' praiser Home! Using Our Site Phon &Directory 1 Privacy 1 DLaclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at `- `f.bmaster. Web Site © 2002 Miami -Dade County. All rights reserved. MIAMI -DADE liteCtqlnVIIBM 113 ft Legend Property Boundary • Selected Property • Street e+✓ Highway Miami -Dade County Water 10/8/2010