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RF-15-2212 f Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-242544 Permit Number: RF-8-15-2212 Scheduled Inspection Date: October 29, 2015 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: SCHNEIDER, PHILLIP Work Classification: Tile Job Address:989 NE 95 Street Miami Shores, FL 33138- Phone Number (305)467-7131 Parcel Number 1132060143140 Project: <NONE> Contractor: PIONEER ROOFING COMPANY INC Phone: (954)920-7688 Building Department Comments REROOF SLOPE TILE ROOF ONLY Infractio Passed Comments INSPECTOR COMMENTS False f Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 28,2015 For Inspections please call: (305)762-4949 Page 7 of 33 I A . Tomassi Roof Testing, Inc. 5451 NW 241 Street, Suite # 3 Margate, Florida 33063 TAS — 106 Tel. 954—979— 1180 Fax. 954—979— 1182 Roof Tile Static Uplift Test Report Test Date: October 14, 2015 Project: Schneider Residence 989 NE 9511' Street, Miami Shores, FL 33138 Contractor: Pioneer Roofing Permit #: RF — 8 — 15 — 2212 Roof Pitch: 4" : 12" Tile Installation Date: 10/08/2015 Attachment Method: Poly Foam Tile Type: Boral — Barcellona 900 All testing is in strict accordance with the 2010 Florida Building Code, High Velocity Hurricane Zone Testing Application Standard (TAS) 106 Each Test location was pulled using a Imada Force Gauge to a minimum of 35 lbs. TEST SUMMARY: Roof Area Total # of Tests # of Tests Passed % Passed Field 14 14 100% Corner 14 14 100% Perimeter 60 60 100% Hips (Approximately 46 Total) 9 9 100% Ridge (Approximately 98 Total) 6 6 100% TEST RESULTS: PASSED See Attached Sketch For Further Details. Report Reviewed by: �2112rz-r.-z-- G� Dominick Scarfo, AR 10248 Dade County Certified Testing Agency# 12-0710.03 Revises: # 07-0720.04 Testing * Design Specifications * Management * Litigation * Quality Assurance T=Tested Tile and Passed F=Tested Tiled and Failed H=Hip Tile Tested and Passed R= Ridge Tile Tested and Passed 20' IS 7' r Y TT T 30 T T T T T \ .� t * 6' R * T 20' T T T T T �( T T T 6' T T T T M T T 'i' T T ti 6, T T T T tZ T Flat .C- T ,T T T T 26' Area T T T T T 20' T T T T T T \\ T T T T -t' 20' ._. IZ T T Q T Q T g, T T T T T T T T /// T TT T 20' IT T T T N 34' Project: TAS- 106 Test Locations 989 NE 95 I Street All Dimensions are Approximate Miami Shores, FL 33138 f ' Certificate of Calibration # KELC-341066 Kimball Electronic Laboratory, Inc. Precision Measurement Equipment Specialists Purchase Order# Rw KIMBALL ELECTRONIC LABORATORY, INC A. TOMASSI ROOF TESTING, INC. 8081 W 21 LANE 5451 NW 24 STREET HIALEAH, FL. 33016 #3 MARGATE FL 33063 Description: DIGITAL FORCE GAUGE Manufacturer: IMADA Cal Date: 18-Sep-15 Model Number: DPSH-440 Cal. Due Date: 18-Dec-15 Part Number: DPSH-440 Cal. Interval: 3 MONTHS Range: 0-440 LBS Received: IN TOLERANCE Calibration Result: PASS Serial Number: 199171 Environmental Conditions: 80 DEG F / 60 % RH Customer I.D.: N/A Performed By: CHRISTOPHER Cust. Barcode: N/A ELIZONDO Cust. Dept.: N/A Procedure: SYN156 Specifications. +/-0.2 % FS Cal Location: ON-SITE This is to certify that the above listed instrument meets or exceeds all specifications as stated in the referenced procedure at the points tested(unless otherwise noted).It has been calibrated using measurement standards traceable to the National Institute of Standards and Technology(NIST),or to NIST accepted intrinsic standards of measurement,or derived by the ratio type of self-calibration techniques.This calibration is in accordance with Kimball Electronic Laboratory,Inc Quality Assurance Manual.KELI's Quality system is A2LA-Accredited to ISO/IEC-17025:2005 and compliant with MIL-STD-45662A and ANSI/NCSL Z540.3-2006 TURS when applicable are greater than or equal to 4:1,with expanded uncertainty used to calculate the Test Uncertainty Ratio,with a coverage factor of K=2 at a confidence level of approximately 95%,unless otherwise noted. Any number of factors may cause the calibration item to drift out of calibration before the recommended interval has expired. THIS UNIT WAS FOUND TO BE IN TOLERANCE AT THE TIME OF CALIBRATION. PERFORMED ROUTINE CAL. NO ADJUSTMENTS REQUIRED Company I.D. Manufacturer Model/PN Description Serial Number Last Cal. Cal. Due Date KIM001 447 AKO TSD 2052-SB DEAD WEIGHT SYSTEM N101ARGKEL-2062 01-Oct-14 31-Oct-15 Certified by: Quality Assurance: -�y - CHRISTOPHER JP.'v'IER � ELIZONDC _5-Sep-_� x:14:53 PP1 BALCEIRO 21-Sep-15 2:16:39 PM This report may not be reproduced,except in full, unless permission for the publication of an approved abstract is obtained in writing from KELI Labs., Inc. Kimball Electronic Laboratory, Inc. - 8081 W. 21st Lane - Hialeah, FL. 33016 Tel: 305-822-5792 - Toll Free: 800-393-1094 - Fax: 305-362-3125 - Web: www.kelilabs.com f'. ,SN�REs Miami Shores Village logo merit" Building Department 10050 N.E.2nd Avenue L2' d Miami Shores, Florida 33138 R305 795.2204 �ONA Tel: ( ) Fax: (305) 756.8972 RE: Permit#/�-j ' �'�.r' Z Z/ Z DATE: INSPECTION AFFIDAVIT I rte 1. licensed as a( ontractor/ ngineer/Architect, (Print name and circle License Type) FS 468 Building Insp License#: CCNCD's/�d Ul On or about 7 -AG— , I did personally inspect the roof deck nailing and (Date&time) Secondary water barrier work at (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit 4Ma (B a tion 44 F.S) Signatur State of Florida County of Dade: The undersigned, being the first duly sworn,deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this o ZGY PATRICIA TALASKO Notary Public-State of Florida Notary Public, Sate of Florida at Large - m. Expires Feb 14,2017 <,< Commission # EE 850186. Bonded Through National Notary Assn. 'General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection.Include photographs of each plane of the roof with permit#and address#dearly shown marked on the deck for each inspection Revised on 5/21/2009 m tisK° L,� nP Miami Shores Villageie e 10050 N.E.2nd Avenue NE W 31"fa +TM� f?E! = alta Nqa� �: 3E kx;..... 3 ff��\ ��`i \\. '. Miami Shores,FL 33138-0000 ` d +� , A Phone: (305)795-2204 I�� • Expiration: 03/06/2016 Project Address Parcel Number Applicant 989 NE 95 Street 1132060143140 Miami Shores, FL 33138- Block: Lot: PHILLIP SCHNEIDER Owner Information Address Phone Cell PHILLIP SCHNEIDER 989 NE 95 Street (305)467-7131 MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone Valuation: $ 19,732.00 PIONEER ROOFING COMPANY INC (954)920-7688 Total Sq Feet: 2300 Type of Work:Re Roof Available Inspections: Additional Info: REROOF SLOPE TILE ROOF ONLY Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-8-15-56895 CCF $12.00 08/28/2015 Check#: 12262 $50.00 $800.00 DBPR Fee $4.50 DCA Fee $4.50 09/08/2015 Check#: 12261 $800.00 $0.00 Education Surcharge $4.00 Bond#:2831 Permit Fee-New Roof $300.00 Scanning Fee $9.00 Technology Fee $16.00 Total: $850.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Fut rfi P ze the above-named contractor to do the work stated. September 08, 2015 Autho ¢ed Si tures O r / Applicant / Contractor / Agent Date Building Department Copy September 08,2015 1 Miami Shores Village Building Department AU6`28 2m 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-89723Y- INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 (g �� BUILDING Master Permit No. zzfZ PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC WROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP Q / f CONTRACTOR DRAWINGS JOB ADDRESS: 7 ti /; /U E 95 City: Miami Shores County: Miami Dade Zip: i33 r 38 Folio/Parcel#: I I-3x66 -60 ' 31 YO Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: a Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): I S1' £•C 1 Phone#:a'0'S--'/(o7 "-7/s Address: % ® c C 9a S t City: hn ArYI , _7lA rG� S State:� _ Zip: l5'QFl Tenant/Lessee Name: V*NPhone#: Email: //,, CONTRACTOR:Company Nai/m+�e: /I G Phone#:�I�Y'�}4 "7 /+ Address: c &rllyj 5 7'' k 0 n Q%f� �� v�q 'LO � GZ��= `C -7 City: A 111JAido 404 State: +'L Zip: 3&001t Qualifier Name:I LojAj tj n,//►► /� V``�� Phone#: 7Sy Qia�'76f�8 State Certification or Registration#: CC-C Sg 04// Certificate of Competency#: DESIGNER:Architect/Engineer: Iw Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 7r 7 3d•d 1) Square/Linear Footage of Work: .23 611 Type of Work: ❑ Addition ❑ Alteration ❑l New Z_ Repair/Replace ❑ Demolition Description of Work: /.-Mit S d>& Specify color of color thru tile: ✓ w -Be A.,jt.) Submittal Fee$ Permit Fee$ CZ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ TrainirWSOducation Fee$ Double Fee$ Structural Reviews$ Bond$ ID00 � TOTAL FEE NOW DUE$ :?>M, c (Revised02/24/2014) 6W y s YBonding Company's Name(if applicable) /t Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable)_ *4J 44 Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Si g g na Si nat r ' l OWNER or AGENT NTRACTOR The foregoing instrument was acknowledged before me this The foregoing lstruPnt was acknowledged before me this day of 20 S by 4;P�6 day of J // i'fLS 20 / S by ti �p &Jw e -L4 who is personally known to 1-A/.,,-iU C—�'6( t74nY who is personally known to me or who has produced ptb I-- as me or who has produced as identification andrdidta�tak/e an oath. identification and who did take an oath. NOTARY PUBLIC: ��1�l.1� _ NOTARY PUBLIC: Sig . Sign: PATRICIA TALASKO ,�^i�0.V Pi/e, Prin Print: - Notary Public-State of Florida •c My Comm. Expires Feb 14,2017 Sea ,? My Comm. Expires Feb 14,2017 Seal: Commission # EE 850186 Commission # EE 850186 Bcnoed Through National Notary Assn. Bonded Through National Notary Assn. r APPROVED BY � / Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Florida Building Code Edition 2010 igh Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information)r Y 7AUG' C' __TVRI) aster Permit No. Process No. 2'8 Contractor's Name ►hn1LM " „r� -__--- Job Address Qg N C 9 S ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR-RAS 150 ROOF TYPE ❑ New Roof Reroofing ❑ Recovering ❑ Repair ❑ Mai o ROOF SYSTEM INFORMATION �►I> Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) a CO SECTION B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, sc'4ppe� ,, OW o 4 • o scuppers and overflow drains. Include dimensions of sections and�tev Is,E'L z ,I identify Limo^�°^nc of elevated pressure zones and location of p'�pets. •c ; _ 17T ..... jq, . . �j . y� 7-7rV I . 2-1 . . . . . . Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: '3D✓y4 Product Approval Number: lC2-1) ;) • o� Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): P1: 3q. I_P2: P3: Ibb •• Maximum Design Pressure Product Approval Specific System: Method of Tile Attachment: J4- Steep Sloped System Description Deck Type: W ICY' Roof Slope: Type Underlayment: • 12 Insulation: ! J . ...... ..... Fire Barrier: • .... . .. ..... Fastener Type& Spacing: ...... .�.0.. Ridge Ventilation? �� wl•�'�' 606:9 Xj Adhesive Type: ...:. Type Cap Sheet: * • F 4 D Roof Covering:I 6a'e"- I 1� Mean Roof Height: 15 Type& Size Drips Edge: 3�3 Co Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems,choose either Method 1 or 2. Compare the values for Mrwith the values from Mf. If the Mrvalues are greater than or equal to the Mr values,for each area of the roof,then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P,: 34. ! x x.313 = !a en -Mg: Mr, y rg Product Approval M, 3R-7 (P2: V. 1 x .3 13 = 031.31 )-Mg: Mr2 13-01 Product Approval Mf V-1 (P3: 1 bD 2 x .313 =31.51 )-Mg: 8•Dg =Mr3 0.4 Product Approval Mf 38- T Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance(Mr) From Table Below Product Approval Mf Mf Re uired Moment Resistance* Mean Roof Height--► Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 1 27.1 28.2 1 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tiles 'stems use Method 3.Compare the values for Fwitht 'v fol,, • P Y P hB �ues .' Fr. If the F' values are greater than or equal to the Fr values,for each area pJJJ;V.roof,%CA,* ••••;• the tile attachment method is acceptable. 000:00 0000.. 0000 .. Method 3"Uplift Based Tile Calculations Per RAS 127" •••.• : 00• 00.60 (P,: x 1: x w:= -W: x cos 0: - =Fr, Product Approval F .. . 00000 (P2: x 1: = x w:= -W: x cos 0: - =Frz Product ApprOfal F •• • •••••• (P3: x 1: = x w:= )-W: x cos 0: - =Fr,_ Product 4$ 14,74 F' .0 . . • . 0000.. ...... Where to Obtain Information 0 ;••••; Description Symbol Where to find •• : Design Pressure Pt or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity M, Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions I=length Product Approval w=width All calculations must be submitted to the Building Official at the time of permit application. SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to this section,it is the responsibility of the roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of this section.The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally,the following items should be addressed as part of the agreement between the owner and the contractor.The owner's initial in the adjacent box indicates that the item has been explained. �1.Aesthetics-Workmanship:The workmanship provisions of Section R4402 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards.Aesthetics (appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of the agreement e e owner and the contractor. .Renailing Wood Decks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior moving the existing roof system.) 3. Common Roofs: Common roofs are those which have no visible delineation between eighboring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing 4!Mxposed /or owner should notify the occupants of adjacent units of roofing work to be performed. Ceilings: Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance,therefore, roofing nail penetrations of the underside of the decking may not be acceptable.This provides the option of maintaining thi arance. S. Ponding Water:The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident inal roofing system is removed. Ponding conditions should be corrected. •..• . Overflow scuppers (wall outlets): It is required that rainwater flow of so that the fddf is not '•••;• overloaded from a build up of water. Perimeter/edge walls or other roof extensions mg;block this Visdharge '. if overflow scuppers wall outlets are not provided. It may be necessaryII to inst Y 9 rflow scup vers in or a ith the requirements of Sections R4402,R4403 and R4413. •••••• .... .. .Ventilation: Most roof structures should have some ability to vent nakwa4a.Wlow through the ..:..' interior of the structural assembly (the building itself). The existing amount of attiaventilation shallnot be...... reduced. It may be beneficial to consider additional venting which can result in extgpd pg;the service life of •� . ...... the roof. . �.��.�� Exception:Attic spaces,designed by a Florida licensed engineer or registere itcct to eliminale1R3 attic' venting,venting shall not be required. Owner's/A ent's Signature Date Co 9tr or' Si nature Property Address Permit Number 15NotI:2 D Miami Shores Village . loss Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 melon ` 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: / 10050 NE 2nd Ave Miami Shores, FI 33138 I l Re: Owner's Name: AA- ) il) SGAhlel der Property Address: t?al ONE !q:57 S4- Roofing Permit Number: T-1i lding Official certify that I am not required to retrofit the roof to wall connections of my building because: ❑ The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please ettaCh,proof of ad . . .... ...... valorem taxation. •• ••••. •• ...... .. . ...... ❑ The building was constructed in compliance with the provisions of the Florida Building Code•(fbC)or with the provifin„ of 1994 edition of the South Florida Building Code(1994 SFBC) .... . .. ..... ...... .. . ..... ...... Signature Print Name . . ...... State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of PATRICIA TALASKO Notary Public-State of Florida ' c My Comm Expires Feb 14,2017 ` Commission # EE 850186 Notary Public, Sate of Florida at Large d Through National Notary Assn. • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Property ,Search Application- Miami-Dade County Page 1 of 1 '1 ,7OFFICE OF THE PROPERTY APPRAISER !- Summary Report Generated On:8/26/ Property Information Folio: 11-3206-014-3140 Property Address: 989 NE 95 ST Owner PHILIP G SCHNEIDER&W NICOLE T Mailing Address 989 NE 95 ST ' 95TH ST MIAMI , FL 33138-2517 Primary Zone 1400 SGL FAMILY-3001-3250 SQ 76, w!`' Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths I Half 2/1 /1 Floors 2 i ST Living Units 1 Actual Area 2,951 Sq.Ft Living Area 2,723 Sq.Ft Adjusted Area 2,704 Sq.Ft Lot Size 14,300 Sq.Ft Taxable Value Information Year Built 1935 2015 2014 2 Assessment Information County Year 2015 2014 2013Exemption Value $50,000 $50,000 $50. $316. Land Value $436,430 $271,858 $181,238 Taxable Value 1 $324,850 $321,875 Building Value $188,198 $183,399 $183,399 School Board • •••. XF Value $1,743 $1,743 $1,743 Exemption Value • $55,000 ...4615,000 •.••$25. Taxable Value `$341,850 .•`$346,875 `.$341. Market Value $626,371 $457,000 $366,380 City ••. •. • • . Assessed Value $374,850 $371,875 $366,380 Exemption Value ."$30.000 ;'. $50,000 $50. Benefits Information Taxable Value ••$324,850 • $ 21,875 •; •$316 Regional •• •• •• • •••••• Benefit Type 2015 2014 2013 • Save Our Homes Assessment Exemption Value j5Q,000 • •$50,000 ..•: $50. Cap Reduction $251,521 $85,125 Taxable Value 1 $.324 850 • $321,875 $316. Homestead Exemption $25,000 $25,000 $25,000 Sales Information `• ` Second Homestead Exemption 1 $25,000 $25,0001 $25,000 Note: Not all benefits are applicable to all Taxable Values(i.e.County, Previous OR Book- Price Qualification Description School Board,City, Regional). Sale Page 01/01/2005 $700,000 23041- Qual on DOS,but significant phy Short Legal Description 1 3978 change since time of transfer MIAMI SHORES SEC 3 PB 10-37 10/01/2003 $0 21826 Qual by exam of deed LOTS 26&27 BLK 76 2376 LOT SIZE 100.000 X 143 07/01/1996 $0 17266- Qua[by exam of deed OR 17266-4908 0796 4 1 4908 COC 23041-3978 01 2005 6 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appra and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Vaminn- http://www.miamidade.gov/propertysearch/ 8/26/2015 M IAMB ® PRODUCT COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/Dere Boral Roofing,LLC 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Barcelona 900 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. . •••••• •••••• .. . .0 0 RENEWAL of this NOA shall be considered after a renewal application has been filed eftdabere has beelo no ....:* change in the applicable building code negatively affecting the performance of this prodder••• • 0000*: ; 0000 0. . . . . . TERMINATION of this NOA will occur after the expiration date or if there has been a revision or char(e in the!*:**. materials, use,and/or manufacture of the product or process. Misuse of this NOA as an 1p11gr ment O.n rodu•..• p P �l�YS f� Y'P >r�.... for sales, advertising or any other purposes shall automatically terminate this NOA.Failyret comply with any 00 section of this NOA shall be cause for termination and removal of NOA. : • 0000.. 0 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Mbrid'a, andAljted by'the•' expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, Mien it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA#07-0220.04 and consists of pages l through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0222.02 JAPPRMUIMFD�IIDOVEDi, T1f Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Cateizory: Roofing Tiles Material: Concrete Deck Type.• Wood 1. SCOPE This NOA approves a system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Barcelona 900 1= 17" TAS 112 High profile, interlocking,one-piece, 'S' w= 13" shaped, high-pressure extruded concrete roof '/2"thick tile equipped with three nail holes. For direct deck or battened nail-on,mechanically fastened, mortar set or adhesive set .••••. applications. '••••• Trim Pieces Length: varies TAS-112 Accessory trim,boosted B +alna,concfete• ....:. Width: varies roof pieces for use at hips•,takes,ridges and varying thickness valley terminations manu#acluthd for 4tch file • .... . .. ..... profile. •••�•• . .. .. .. . ...... 2.1 MANUFACTURING LOCATION ;••;• • 2.1.1. Lake Wales,FL. ;••••• 2.2 SUBMITTED EVIDENCE: • Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) NOA No.: 12-0222.02 CouHrY Expiration Date: 04/26/17 APPROVED Approval Date: 04/19/12 Page 2 of 7 Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Professional Service Industries, IC-1320-94 Physical Properties Feb. 1995 Inc. TAS 112 The Center for Applied 25-7688-3 TAS 101 (Adhesive Set) June 1996 Engineering, Inc. 25-7688-10 TAS 101 (Mortar Set) July 1996 The Center for Applied 25-7688-5 Static Uplift Testing June 1996 Engineering, Inc. TAS 102 (3" Headlap,Nails, Direct Deck,New Construction) The Center for Applied 25-7688-4 Static Uplift Testing June 1996 Engineering, Inc. TAS 102 (4" Headlap,Nails,Clips) Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998 Testing Services 520191-2-1 TAS 101 March 1999 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering, Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering, Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering,Inc. Evaluation 25-7094 Februarl199¢ . . 0000 Calculations • 666666 Walker Engineering, Inc. Evaluation 25-7496 ••••••Aprir 4996' • Calculations '"••• • • 0000 0000.. Walker Engineering, Inc. Evaluation 25-7584 '.0.�ecemje*r j�96 • 66666 Calculations 25-7804b-8 .. 00000 • 25-7804-4&5 •••••• 0669.. 25-7848-6 06.0.0 • 00 00 Walker Engineering,Inc. Evaluation Restoring Moments Due to .Febru$ty'2607 ••..•• Calculations Gravity •••' • 666 :0000:•••••• • Nutting Engineers 122 TAS 112 January'ACT NOA No.: 12-0222.02 M PROVED rTM Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 3 of 7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Barcelona 900 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-I (ft) Width-.w ift)• Barcelona 900 11.5 1.417 • 1.08 .... •• •• • •• • • Table 2: Aerodynamic Multipliers - A,(ft ) 000 •••••• Tile X(ft ) . 96 M3 •• • Profile Batten Application Direct MAN Applit:atton ••••• Barcelona 900 0.289 •:;I n 3 •••••• Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) •• •:• Tile 2":12" 3":12" 4":12" 5":12" 6"AIIII : .7;;'�,2" or • • Profile •••gr4ater Barcelona Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck 7.28 8.13 7.21 8.05 7.10 7.93 6.96 7.78 6.79 7.61 6.61 7.40 IF—(777rNOA No.: 12-0222.02 �or►�CouMY Expiration Date: 04/26/17 -'APPROVED,__ p. Approval Date: 04/19/12 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 16/32" (min. 19/32" plywood) plywood) Barcelona 900 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 48 Screw 20.7 20.7 18.1 218 Screws 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail 23.1 23.1 19.0 Field Clip) 1-10d Smooth or Screw Shank Nail 29.3 29.3 24.0 Eave Clip) 2-10d Smooth or Screw Shank Nails 27.6 27.6 38.6 Field Clip) 2-10d Smooth or Screw Shank Nails 38.1 38.1 41.8 Eave Clip) Table 6: Attachment Resistance Expressed as a Moment Mf(ft-Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistancg•••• •••Y.• Barcelona 900 Adhesive '..-211.3 0* 0 • ••.•YY •• • 00.0.0 1 See manufactures component approval for installation requirements. •..... 2 Dow Chemical TileBond Average weight per patty 10.7 grams. ...Y .. . ;••••• . . . • Pol foam Product, Inc.Average weight per patty 8 grams. '....' �•••• Table 6: Attachment Resistance Expressed as a Moment - II pot lbf) ••• •• ••• for Single Patty Adhesive Set Systems Tile Tile Application Min;;urp Atta • • t 0" Profile 'R.dsibtance •0.00• Barcelona 900 Polyfoarn Pol Pro TM 66.53 •Y • Polyfoam Pol Pro TM 38.7 3 Large paddy placement of 63 rams of Pol Pro TM. 4 Medium paddy placement of 24 rams of Pol Pro TM Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Barcelona 900 Mortar Set 24.5 5. Tile-Tite Roof Tile Mortar NOA No.: 12-0222.02 CMUMM41H,41WECOUNTY Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 5 of 7 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved". LABEL FOR BARCELONA 900 TILE(LAKE WALES FL PLANT 2) 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. •••• • Y •••••• •• • •••••• • •••• • •• ••••• •••••• •• • • • • • • •• •• •• • •••••• NOA No.: 12-0222.02 MIAMFd1DECOUNTY Expiration Date: 04/26/17 APPROVED Approval Date: 04/19/12 Page 6 of 7 PROFILE DRAWING NAIL HOLES OVERLOCK 3 518" 17 " 13" i1. UNDERLOCK 0000 0000 0000.. 0000.. 0000 .0090. BARCELONA 900 CONCRETE ROOF TILE 0000 • •• ...9. .9 . 0000. END OF THIS ACCEPTANCE . • . 0000.•. .99.0. • • . . .. 0000 00..90 00 0 NOA No.: 12-0222.02 M__]APPROVED JN7Y Expiration Date: 04/26/17 • Approval Date: 04/19/12 Page 7 of 7 M'AN MIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢oy/economy 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 0000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or lcifgo,jlty, state Wd followftlg•;• statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein.•• 000.00 RENEWAL of this NOA shall be considered after a renewal application has been filed an�I,t*%*ere hasbeeln no charge•• in the applicable building code negatively affecting the performance of this product. 0 0 0 0 0 0 •••• *0000 00000. 00 0 06.00' TERMINATION of this NOA will occur after the expiration date or if there has been•a m vision ori danlge in atke**. materials, use,and/or manufacture of the product or process. Misuse of this NOA as an en4CMC Ont of anyproduct, for• sales, advertising or any other purposes shall automatically terminate this NOA. Failure td comply wil Wial section bf••• this NOA shall be cause for termination and removal of NOA. • . 0 0000.. . . ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and foflov✓ed 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 13-0502.02 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0805.01 Mu wr► COt1Hrr Expiration Date: 05/10/17 Approval Date:09/04/14 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in this Notice of Acceptance. For the locations where the design pressure requirements,as determined by applicable building code,do 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 tile systems using 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF 1000 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 attachment �Jresistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tileRstve . ...... .. . ...... MANUFACTURING LOCATION: •••••• • 1. Tomball TX. • ...... .. . ..... PHYSICAL PROPERTIES: •• •••••• Prove Test Risults: . ....:. Density ASTM D 1622 1.6 lbs./ft.3 ;•0„•; 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./Ft' Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40'F.,2 weeks +6.0%Volume Change @158°F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% 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.: 14-0805.01 MAMAExpiration Date: 05/10/17 r Approval Date:09/04/14 Page 2 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 attachment 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 to meet or exceed the resistance value 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 RTF 1000 or ProPack®30& 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed pennanently 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 w,elght shalt Wn *see:* accordance with the'Placement Details'herein. Each generic tile profile requires the specific plawMwft.noted •. . .... .. . ...... herein. • .... . .. ..... ...... .. . ..... .. .. .. . ...... . . . . ...... NOA No.: 14-0805.01 MIAMI Expiration Date: 05/10/17 Approval Date: 09/04/14 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 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%df?%Miami- Dade County Product Control Seal as shown below. C WIDE COIMTY •••••• •• • •••••• • BUILDING PERMIT REQUIREMENTS: see* ". -000 .. . ..... As required by the Building Official or applicable building code in order to properly evalua6ar1-v&mstallJNa0 of this system. ;•• • . . . . ...... NOA No.: 14-0805.01 MCotl�7Y Expiration Date: 05/10/17 Approval Date:09/04/14 Page 5 of l l ADHESIVE PLACEMENT DETAIL# 1 oh� a «�� rrerrvr�.r�h Flat/Low Profile Tile 0 A I. Starting at the eave course, apply a minimum 2" ° (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam j paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock uw. of the tile being set. estlws opdmd ° 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. 2 Ewr Or�w. NaNvb& Medium Profile/ Double Pan Tile IMhe.nwMo�4 prlMr,00p��or 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. 106LZ _NL 2. Continue in same manrler. Irjsure apprg4pately j1 �.ea..opUonot 0000 (109.7 cm2)—23 (148.4 cpf)$quare yWkadhesive •• contact with the underside of the tile...'.' 0 0 0 0.. atm M. 009.90 0000.. 6owtlowiw •••• •• • • • 0000 . .. 0000. .. .. .. . 0000.. noa 1 1=0 PhWk High hrMe ra�iol► Io11dy(lo1MoMTNot Hi h Profile/Single Pan�'ile • 0000.. 0000. ° I. Starting at the eave course,.apply a miniazrum 2„ .. 0 (50.8 mm)x 10”(254 mm)x l"(25'.44")foam paddy onto the underlayment positioned as shown jean under the pan portion of the tile closest to the overlock of the tile being set. t 2. Continue in same manner. Insure approximately 17 •P'" (109.7 cm2)—23 (148.4 cm)square inch adhesive contact with the underside of the tile. 6owtsurso ia� W"Ph k Is sawds"M NOA No.: 14-0805.01 MIAD�DECOl1M7Y Expiration Date: 05/10/17 Approval Date:09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 �nw�A wican rfteft OT&I Flat/Low Profile Tile 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x l"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of aim. the tile being set.Insure approximately 17(109.7 cm) —23 (148.4 cm)square inch adhesive contact with the EwCe underside of the tile. a 2. At the second course, apply a minimum 2"(50.8mm) ® 2 x 7"(177.8 mm)x l"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile EanClo�w being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2)- 12(77.4 cm) square inch adhesive contact with the underside of the tile. Medium Profile/Double Pan Tile M�.w re�u.dl 1. Starting at the eave course,apply a minimmin 2"(50.8 mm)x 10"(254 mm)x F.6(2�.It mm)fo"paddy •••• • onto the underlayment positioned as sl)C*V* nder the • pan portion of the tile closes118*1he ovelfock of the ** tile being set. Insure appro�"ma*tely 17(109.7 cm2)«.... T 2 r,. 23 (148.4 cm2)square indi.,%Ccsive cjn*Ncj with th i • • ....... .. . ..... hRona•psi underside of the tile.wrl . . . . .. .. .. . ...... 2. At the second course, appyc: nimum 2"(50.8mm) . Bei. x 7"(177.8 mm)x 1"(25'4 mmj foam:g j4(h onto the••• om underlayment positioned�s sbbyvn under the pan • portion of the tile closest to the overlock Wdie tile' Fads .. . 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 tile. (Instructions continued on next page) NOA No.: 14-0805.01 "Mm Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) WMw+Onbiwk � High Profile/Single Pan Tile tWb" Pat 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 the being set. Insure approximately 17(109.7 cm2)— swr. 23 (148*4 cm2)square inch adhesive contact with the undersie of the tile. 2. At the second course,apply a minimum 2"(50.8mm) a.wCo ,.�;, x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the W*"h*b 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 cm2)square inch adhesive contact with the underside of the tile. . . .... ...... ...... .. . ...... .... . .. ..... ...... .. . ..... .. .. .. . ...... . . . . ...... •• • • •*0 NOA No.: 14-0805.01 MwMEdwECOt1N7Y Expiration Date: 05/10/17 Approval Date:09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 frac plaWicaea�er �ad/�rNea ewaRM I. On the eave course only, apply a minimum 2" (50.8 Datum mm)x 10" (254 mm)x l" (25.4 mm)foam paddy %UdWtW onto the underlayment positioned as shown, under 1 us%P the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest . 4241& to the Overlock of the tile being set. Leave sr approximately 4"(10 1.6 mm)up from the eave sf.�leP"* edge free of foam to prevent the expanded adhesive 2s4r,• from blocking the weep holes. Insure • approximately 17-23 int(109.7-148.4 cm)of 14� adhesive contact with the underside of the tile 2 KAWCA o.e 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x l" (25.4 MMMMMEN mm)foam paddy onto the underlayment just below FIRULOW11%afyTom the second course line positioned foam paddy under the strengthening rib for flat tile, or under the wo.10ph0kame c sb*wwwdsue pan portion of the tile,closest to the underlock for twbw n**a4 the second course the to be installed. Insure approximately 8-9 int(51.6-58.1 cm2)of adhesive s"om bodwl" contact with the underside of the tile. epdmd .... (Instructions continued on yextRage) • wtpaft�e� • • • ••.• ••••�• �!=4i� •• • •• • • 'w •0••0• to 0 •0000• • 0000•• •• •• :0--0: • • 0000 • Ort. 2i1. 0000 0 0• •••• 00006 000000 EaMle ••000• •000• • • 00 so so 0 oeoo:o • • 0 0 0000•• Mockm ProllfaT■r • • 0•'••• • • o 0 6.0 • NOA No.: 14-0805.01 Muv�EdweCOUHTY Expiration Date: 05/10/17 iAPPROVEDi Approval Date: 09/04/14 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) IY tired Owak finale pe ft uda tie l.�it.w�drerl 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x 3/4" (19 mm)paddy on top of the cave course tile .�s surface as shown, on top of the strengthening rib for flat tile 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 4z4hL 9(58.1 cm2)- 11 (71 cm2)square inch adhesive contact with the underside of the tile at the overlap Sim* 1s4 and 7 (45.2 cm2)-9(58.1 cm2)square inch �>,e adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. Erre case Ewoda Ddpedp Hip Promme • • •••• •••••• • •••• • •• ••••• •••••• •• • ••••• • • • • • •••••• ••!•% • • • NOA No.: 14-0805.01 hnnMEor►DEColJN7Y Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile I. Starting at the eave course,apply a minimum 2" inPlace contact wft tha pa adhesive to.chi•w 65 to 70 sq in. su.P pmn a o� 50.8 mm x 10" 254 m m x 1" 25.4 mm foam in wntad with the pan flee. when requh�edl ( ) ( ) ( ) =l Tom covers upside down.Place adhesive In paddy onto the underlayment positioned as tol ln.fromoutsidesdpeofcowrdle. shown under two adjacent pan tiles. Support eave Than install the die.Ensure 20 to 2S sq.in.contact ares. ° tiles from rocking until adhesive has a chance to underlaip-M cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure rI' approximately 65 (419.4 cm2)—70 (451.6 cm) square inch adhesive contact with the underside Sheathing of the pan tile. Eave closure (motor shown) 3. Turn covers upside down exposing the underside weephoie IsBoard of the tile.Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner ilernove top portion ofth*eave course cmardl..Abut tosecond course of edge of each side of the cover tile. Leave pantiles.Ensure am end of pan and cover tEaareRush ateave Nos. approximately 3/4"(19 mm)to 1"(25.4 mm) Wm Piece Barrel-High Profile Tile from the outside edge of the tile, inward, free of foam to allow for expansion. •�•• 4. Turn cover the over 590 foam is applied and e• e � ,. e place onto pan tile coo"?+nsure aemlrnmum of•••• 20(129 cm2) -25 (16?*3*M2)squaresinch :eeee: contact area on each sW bf the cater file to tlfe .... . i .eee. pan tile. Continue in dam e manner. •r+m away 0:::.�••. any cured exposed fQ�m•�c hesiva;mphng of�••••• longitudinal edges of 14e•g9ver tiles Ve •• considered optional.: • : .e..;. 5. When additional naifirigis Yequirgd,2'41t50.8 0••••0 mm)x 4"(101.6 mm)nailers or tht•tie Evire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 14-0805.01 hunE�Eor►DE�Currn Expiration Date: 05/10/17 Approval Date:09/04/14 Page 11 of 11