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RF-14-454e • � 1 Inspection Number: INSP- 208676 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: May 05, 2014 Inspector: Rodriguez, Jorge Owner: BARBARA, MARY Job Address: 1268 NE 93 Street Miami Shores, FL Project: <NONE> Permit Number: RF -3- 14-454 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132050270220 Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Phone: 305 -757 -2612 sunamg Department comments RE- ROOF TILE ROOF WITH ENTEGRA BERMUDA FLAT WHITE COLOR THROUGH ADHESIVE SETO INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 02, 2014 For Inspections please call: (305)762 -4949 Page 12 of 26 F.I.E. FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT-INNOVATION-INTEGRATION Owner's Name: -_V` 1 �- Job Address: I:7 —/oP'� Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378 - 1991 -Fax: (305) 378 -1997 Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273 SITE SPECIFIC INFORMATION ::F _L_ Roofing Contractor: 'y im 0 --'� Z_ L {F'p Permit Number: F-;F 3- 114 - !tF+ —Type of Tile: Approximate Roof Height: _feet Slope: - (Z.. Approximate Square Footage: ® ft, Type of Access to Roof: ✓ Ladder 131, FC6.1 see OtherRequired Testin Force: 35 lbs. Testing ipment: F.G.E. 100x Shim o Instrument Date Installed: 2 Date of Inspection: 1, t 1 �{- TEST RESULTS P= PASS, F= FAIL ------------------------------------------ ':� ----------------------------------------------IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: ft Area Units or ft2 No. of Tests Perimeter 6!2® Field 4 o v Corners Hips & Ridges _;?_ 4 P ® %tIUf1 / / ®t RESPE,Vt1W l , jED BY: ^•a11111►•- I RE: Permit # Miami Shores Village Building Department INSPECTION AFFIDAVIT I jayro )) ObeO (Print name and circle Ucense Type) License On or about (Date & time) Secondary water barrier work at 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 1 licensed as a ) Contractd Engineer / Architect, FS 468 Building Inspector , I did personally inspect tla roof deck nailing and (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 5A844 F.S) State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day Of Notary ublic Sate of Florida at Large ry 9 ,���.�� "'9a�ati,•� CATHERINE A. OUFRN *General, Building, Residential, or Roofing Contractors or any individual oertified under 468 F.S. to make such o $9 I dE permit # and address # dearly shown marked on the dedc for each inspection ,y Q=s y Comm. sion Apr 41 2017 �•:�. opN.. Commiss� #► FF 817 ••h4; „;t.�� d Nd” W" Ago. Revised on 5/21/2009 Miami Shores Village d Building Department Vr 10050 N.E.2nd Avenue,lVliami Shores, Florida 33138 3 I Tel: (305) 795.2204 Fax: (305) 756.8972 J INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: A4 r/ A/ � �'F `-1 / City: Miami Shores County: Folio/Parcelk / ®s- DpAo Permit No. MAR 10 2014 FBC 20 Master Permit Noiff ILI — -1' (: FROOFI:NG Is the Building Historically Designated: Yes O Flood Zone: l 09 F-� _ i / OWNER: Name (Fee Simple Titleholder):/} "( � � r � � � � Phone#:_ City: State: ZZ—Ft Zip: Tenanta,essee Name: 4---- Phone#: Email: CONTRACTOR: Company Name: 1° h P Y q Address: � ! % 5- / �e) s ;7S-1.2- GCZ- City: _ i d �� State: Zip: Qualifier Name: AM //�� �� /�� 1 ► � Phone#:�c� A V State Certification or Registration #: C 6 3 iP Certificate of Competency #: Contact Phone#: © �c� mail Address: © ,b'- Aj6 u r noJi An s 1- 6 01- e-0 t DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 14 ,6 -Z $ quare/Lmear F e of Work: 3 Type of Work: DAddituu DAlteration ONew �, /Replace ODemolition D 'gtion of Work: >� P1 -'i ° -� ��' el- ie a fTl l`r h A° ,1),(!e-, /- 1 64 i e �'< / IY �- e- " Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bono* Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip 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),Oays after the building permit is issued In the absence of such posted notice, the inspection will not be approved reinspec • fee w; charged Signature Sign Owner or Agent v Contractor The foregoing instrument was acknowledged before me this day of 0410L 20 LLf, by MeIl�jJI (f , who is perso to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission APPROVED BY ivomry Public Stab of RwWa Sandra Dee Had My Commission FF 01 OS44 E)WIM 04/2112017 The foregoing instrument was acknowledged before me this64-4` day of 20 1 by 7A-h4eul> dar to who is personally known to me or who has produced as identification and who did take an oath. 1/1 Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) NOTARY PUBLIC: Print: RPM My ('nmwi�iott FvDirPC � — — — CATMINE A. DuFFifi NOWY Pelt . We of F I FF 8417 �I Asm Zoning Clerk CUMULATIVE SUBSTANTIAL 1WROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self- performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of © � the Contract must be attached) }-`� y °� G 1 PROPERTY OWNER: ,4 k-L' 6,4.- PERMIT # ADDRESS: FOLIO NUMBER: FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: 3 G Z� (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRUCTURE (atta a ): OWNERS SIGNATURE ® DATE: : PLANREVIEWER: PLAN REVIEWER SIGNATURE: DATE. Created on June 2009 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 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. 4Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction 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 between the owner and the contractor. 2. , W. 4. Renalling wood decks: When replacing roofing, the existing wool roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. a . Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4.s'9 Exposed Ceiling: 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 penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. 22iZ A . Ponding water: The current roof system and/or deck of the building may not drain well and may ca 6i 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 original roofing system is removed. Pounding conditions should be corrected. 6. 1P °1 Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimetededge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. a . Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owne /Ai nYs Signature Date 3 1- - Contra ignature Date Revised on 7/9/2009 LD 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: rrve' eg/ r- � Property Address: Roofing Permit Number: Dear Building Official: I a r aim Lae- a- I v s Q, certify that I am not required to retrofit the roof to wall connections of my building because: cirThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. >? The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) �� � Ajap-y Barbara Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned. Swom to and subscribed before me this day of Oaj& X - 14 ------------ Notary PuMic State of Florida Sandra Dee Hart Notary Public, Sate of Florida at Large A"Oh, % My Commission FF 010844 lf Commission 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 Contradtor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Property Search - Report ;t MIAMI -DADE COUNTY PROPERTY APPRAISER Lazaro Solis PROPERTY APPRAISER Year Property Information: 2012 Folio 11- 3205 - 027 -0220 Exemption/ Taxable Property Address 1288 NE 93 ST $50,0001$157,021 Owner Name(s) HARVEY GLEN IVIE &W MARY BARBARA $25,000/$182,021 Mailing Address 1268 NE 93 ST MIAMI SHORES FL 33138 -2941 $50,000/$157,021 Primary Zone 1300 SGL FAMILY - 2801 -3000 SQ $50,000/$157,021 Use Code 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds/Baths/Half 312/1 Floors 1 Living Units Adj. Sq. Footage 1 2,223 Lot Stze 9,375 SQFT Year Built 1952 Full Legal Description 55342 BAY LURE PB 44-63 LOT 10 BLK 2 LOT SIZE 75.000 X 125 Assessment Information: Year 2013 2012 Land Value $171,000 $162,000 Building Value $152,572 $167,678 Market Value $323,572 $329,678 Assessed Value $210,540 $207,021 Benefits Information: Benefit Type 2013 2012 Save Our Homes Cap Assessment Reduction $113,032 $122,657 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Note: not all benefits are applicable to all Taxable Values (Is County, School Board, City, Regional). Disclaimer. Page 1 of 2 Aerial Photography 2012 N Taxable Value Information: Year 2013 2012 Exemption/ Taxable Exemption/ Taxable County $50,000/$180,540 $50,0001$157,021 School Board $25,0004185,540 $25,000/$182,021 City $50,000/$160,540 $50,000/$157,021 Regional $50,0001$160,540 $50,000/$157,021 Sale Information: The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its Interpretation. Although this webstle Is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the Information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at httpJ/ www. miamidade .gov/info/disclaimer.asp. Property informaton inquiries, comments, and suggestions email: pawebmail@miamidade.gov GIS inquiries, comments, and suggestions email: gis@miamidade.gov https:Hgisweb. miamidade .gov /PropertySearch/printMap.htm Generated on: Wed Mar 5 2014 3/5/2014 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES S f p REAR i j 2014 Florida Building Code Edition 2010 BY' High- Velocity Hurricane Zone Uniform Permit Application Form. Sermon A (General Information) Master Permit No. Process No. Contractor's Name C, jar �t Nf�44r% 2:Pu C� .lob Address o� to Al_,,�;:. ' ROOF CATEGORY O Low Slope O Mechanically Fastened Tile 15- 0 Asphaltic Shingles 0 Metal Panel/Shingies Cl 0 0 Prescriptive BUR -RAS 150 ROOF TYPE 0 New Roof 0 Reroofing Recovering 0 Repair ROOF SYSTEM INFORMATION Sketch Rcl; Include I SF} Stems Sloped SRoV (SF) Section B (Roof Plan) i and sections, roof drains, scuppers, overflow scuppers levels, dearly Identify dimensions of elevated pressure i 9 & d� remit V rn 15.34 2010 FLORIDA BUILDING CODE — BUILDING RdoF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High- Velocity Hurricane Zone Uniform Permit Application Form. 1 �.. 15.36 Section D (Steep Sloped Roof System? Roof System Manufacturer: Notice of Acceptance Number: // - 0 4 ( 4, © S Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations 1: - °-$­ P2: Po g P3- f . 7rtderla�rnent: f lope: 12 sulation: �- Fire Barter: A- Rage Y tilation? Mean Root Height: 2 Fastener Type & Spacft: Adhesive Type: Type Cap Street: ice ru t" "1V ec1 46 AAI Roof Covering: y+ Tye l7rrrW UA Type & Size n Z , A �, Drip Edge: 2010 FLARinA qr m njwr- rune _ m m mmn 0 0 m4 f ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High - Velocity Hurricane Zone Uniform Permit Application Farm. Section E (Tile Calculations) For Moment based file systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mt values are greater than or equal to the Mr values. for each area of the roof. then the file attachment method is acceptable. Method ii "Moment Based rile Calculations Per RAS 12T' (Pp pj X AA—"I - Mg: Mr1 /% �Lg -/ Product Approval Mt- o •/ . I xxfi ll- v,�/ =l! eA � Mg: Sulr," (9 ,Product Approval Mf �p• 1 l�:- ofd /c 7� f 3 di g_ . g M. � " " -� Product ApPrmal Mf Method 2 - Simplified rile Calculatimts Per Table BeMw- Required Moment of Remsumcc (Mr) From Table Below Product Approval Mr -- -- - - - - -_ -- > - _ - - - - -- -fir required Moment R@8Wt8nCB' Rwht 20, 2:12 _ y_ r — 34A 36.6 38 2 38.7 42.2 3:12w _ _._32.2 34.4 3" 37.4 388 30.4 32.2 - 33.8 38.1 37 3 _.... 8:12 __._ .....__ 28A 301 31.$ I 328 t 34.8 ... .._.,. ._. d _ T m ,.� 26A 211.0 28.x_ 30.6 32.4 712 _ — _.._.l__._.. 24.4 28.9 26.2 _ 30.0 `Must be used in conjunction with a fist of moment based the systems endorsed by de Broward County Board of Rules and Appeals. For Uplift based file systems use Method 3. Compared the values for F with the mites for Fr. If the IF values are greater than or equal to the Fr values, for each area of the roof. then the tike attachment method is acceptable. Method 3 -Uplift Based We Calculations Per RAS 12r (PI: x L x w: o �p _ W: x cos B = Fri Product Approval F tP.: x L = x w: _ �) - W: x cos 8 = Fr2 Product Approval F IPi: x L = x w: - y - W: x cos ® - Fri Product Approval F All calculations must be submitted to the building official at the time of permit application. .A 2010 FLORIDA BUILDING CODE — BUILDING ism Mean Roof Heigh H i Job Site - Roof Slopr_�._ -- -- i Job Site Aerodynamic Mula ter ipl —B % Product Approval —g � - -- - - - - -- - - - Restoring Moment due to Gravity - y -- - - - -- M Product Approval Attachment Resistance Mf Product Approval Required R Moment Resistance �-.- _'M&._- _. 4 -.__ Calctt4ued Minimum Attachment Resistance Required Uplift Resistance _ F Fr Product Approval Catcvlated Average rile Weight % W Product Approval i role Dimensions I L = length ! Product Approval W = width i All calculations must be submitted to the building official at the time of permit application. .A 2010 FLORIDA BUILDING CODE — BUILDING ism 0 r i SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R44OLI3.1 Scrape. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. Aesthetics-Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction 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 between the owner and the contractor. 2. V. 4. Renailing wood desks: 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 to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring unite (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the mofimg contractor and/or owner should 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 viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. 221Ponding water: The current roof system and/or deck of the building may not drain well and may cabs; water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural dhstress 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 to evident until the original roofing system is removed. Pounding conditions should be corrected. 6. 2JOverflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimetededge wall or other roof extension may block this discharge If overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. 9 &JU-- Venfllaftn: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itseIQ. The existing amount of attic ventilation shah not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. ,_ r '� — X -' erne /A rip's Signature Date 3 - �- �a 17 -Contra ' ignature Date Revised on 719/20t}9 LD ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1525 HIGH- VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Edition 2010 High- Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: I Roof System Requires Seadons of the Aftchments Required g � Permit Application Form 'See Usti WOW Low ®Slope — Application -T --- A,B,C '-- x1,2,3,4,51817 Prescriptive BUR -RAS 150 A,B,C Asphaltic Shingles -- A,B,D 1,2,4,5,6,7 Design Calculations per Chapter 18, or If Applicable, RAS 127 or RAS A,B,D,E 1,2,3,4,5,8,7 'C"or Clay Tile 1 Metal Roofs 5. A,B,D 1,2,3,4,5,8,7 8. Owners Notification for Roofing Considerations (Reroofing Only) -^ - 7. I Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 rOther - - - As Applicable '1.2,3,4,5,8,7 ATTACHMENTS REQUIRED: 2010 FLORIDA BUILDING CODE — BUILDING 15.33 1. 2. Fire Directory Listing Page From Product Approval: Front Page Speclflc System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 18, or If Applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 8. Owners Notification for Roofing Considerations (Reroofing Only) -^ - 7. Any Required Roof Testing/Calculstlon Documentation 2010 FLORIDA BUILDING CODE — BUILDING 15.33 w COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE i - Entegra Roof Till, Inc. 1289 NE 0 Ave. Okeechobee, FL. 34972 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315.2590 F (786) 315 -2599 www.ndamida-d@&oy/by1Idlnn/ 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 BNC - 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. BNC 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;, Bermuda Concrete Flat Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the produet or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA # 10- 0518.01 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No. 11-0414.09 Expiration Date: 06/07/16 Approval Date: 05/26/11 Page 1 of 6 .r s ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This revises a roofing system using Entegra Flat Concrete Roof Tile, as manufactured Entegra Roof Tile Corporation in Okeechobee, FL. as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the design pressure values obtain 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 Product AuWcant Dimensions Specifications Description Entegra Flat Tile 1 =16" TAS 112 Flat profile, interlocking, high pressure Appendix III w =10" extruded concrete roof tile equipped with 94 -084 Static Uplift Testing May 1994 two nail holes. For mechanical, mortar or PA 101 (Mortar Set) adhesive set applicatibns. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use w = varies at hips, rakes, ridges and valley 25- 7094 -2 varying thickness Oct. 1994 terminations. Manufactured for each tile PA 102 profile. 2.1 NIANUFACTURING LOCATION 2.1.1. Okeechobee, FL. 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) . The Center for Applied 94 -084 Static Uplift Testing May 1994 Engineering, Inc. PA 101 (Mortar Set) The Center for Applied 94 -060A Static Uplift Testing March, 1994 Engineering, Inc. PA 10I (Adhesive Set) The Center for Applied 25- 7094 -2 Static Uplift Testing Oct. 1994 Engineering, Inc. PA 102 (4" Headlap, Nails, Direct Deck, New Construction) NOA No. 11-0414.09 Expiration Date: 06/07/16 Approval Date: 05/26/11 Page 2 of 6 The Center for Applied 25- 7094 -8 Static Uplift Testing Oct. 1994 Engineering, Inc. PA 102 (4" Headlap, Nails, Battens) The Center for Applied 25- 7094 -5 Static Uplift Testing Oct. 1994 Engineering, Inc. PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) The Center for Applied 25- 7183 -6 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Direct Deck) The Center for Applied 25- 7183 -5 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Battens) The Center for Applied 25- 7214 -1 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (I Quik -Drive Screw, Direct Deck) The Center for Applied 25- 7214 -5 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (1 Quik Drive Screw, Battens) Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix 11 PA 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 PA 108 (Nail -On) Redland Technologies P0631 -01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -77 PA 100 Atlanta Testing & R1.894 Physical Properties Aug. 1994 Engineering, Inc. R2.894 PA 112 83.894 Professional Service 395- 40011 -1 Physical Properties Feb 2004 Industries, Inc. PA 112 Celotex Corporation 520109 -1 Static Uplift Testing Dec. 1998 Testing Service 520111 -4 PA 101 Celotex Corporation 520191 -1 Static Uplift Testing March 1999 Testing Service . PA 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 2004 Walker Engineering, Inc. Evaluation Calculations 25 -7094 Feb 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7584 December 25- 7804b -8 1996 25- 7804 -4 & 5 25- 7848 -6 Walker Engineering, Inc. Evaluation Calculations 25 -7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Restoring Moment, Mg March 2004 Walker Engineering, Inc. Calculations Two fatty Adhesive Set System April 1999 Nutting Engineers 13343.1 TAS 112 05/06/08 NOA No. 11-0414.09 Expiration Date: 06/07/16 MGWIb E NTY � Approval Date: 0546111 Page 3 of 6 3. IJMTATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix W. Such testing shall be submitted to the Building and Neighborhood Compliance Department — Product Control Section 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 Entegra `Flat' Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations. Table 1: Average Weight (W) and Dimensions (1 x w) Tile Profile Welght W (Ibf) Length -I (ft) Width -w (ft) 1 Entegra Flat Tile 9.7 1.33 .833 Table 2: Aerodynamic Multi liens - I ft Tile Profile x (ft) Batten Application J% (f e) Direct Deck Application Entegra Flat Tile 0.189 - .0.205 Table 3: Re ring Moments due to Gravi - M ft -lb Tile Profile 3 11:12" 4 ":12" 5":12" 6 ":12" Greater than 7 11:12" Entegra Flat Tile Battens Direct Deck Battens Direct I Deck Battens Direct I Deck Battens Direct Deck Battens Direct Deck 6.53 6.97 1 6.43 1 6.86 6.29 1 6.71 1 6.14 6.54 5.97 6.35 NOA No. 11-0414.09 Expiration Date: 06/07/16 Approval Date: 05/26/11 Page 4 of 6 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft -lbfj for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 1913211 plywood) Battens Entegra Flat 'lie 2 -10d Rin 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 Screw 51.7 61.7 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 2 -10d Ring Shank Nails 50.3 66.6 48.3 1 Installation with a 4" the headlap and fastemers are located a min. of 2h" from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mr (ft -lbf) for Two Patty Adhesive Set S stems Tile Profile Tile Application Minimum Attachment Resistance Entegra Flat Tile Adhesive 31.3 2 See manufactures component approval for Installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product Inc. Average weight per pft 8 grams. APPROVED NOA No. 11-0414.09 Expiration Date: 06/07/16 Approval Date: 05/26/11 Page 5 of 6 Table 6: Attachment Resistance Expressed as a Moment - Mr (ft -lbf) for Single Eft Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Entegra Flat Tile Pal ProTm 118.9 _ PolyProTm 40.4 4 Large Paddy placement of 45 grams of Po! ProTm. 5 Medium Paddy placement of 24 grams of Pol ProTM. APPROVED NOA No. 11-0414.09 Expiration Date: 06/07/16 Approval Date: 05/26/11 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 ". FNONE vu"1�0-00F ENTEGRA FLAT TILE LABEL (LOCATED ON UNDERSIDE OF TILE) 6. BUimm 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING ENTEGRA "FIAT" CONCRETE ROOF TILE is 16' - --- ---=I 10' FIELD TILE i---- 16' THICK BUTT TILE END OF THIS ACCEPTANCE NOA No. 11-0414.09 Expiration Date: 06/07/16 Approval Date: 05/26/11 Page 6 of 6-, COUNiY MIAMI -DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) mums Flonda 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786).3,ia 1,5,s - ,, 99 2590 F (780 315.25 NOTICE OF ACCEPTANCE (NOA) wwww mmidade.aov sammv 3M Company 3M Center Building 0220-05 -E-46 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: 3Mm 2- Component Foam Roof Tile Adhesive AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 12- 0228.18 and consists of pages 1 through 11. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.:13- 0502.02 MEN coin Expiration Date: 05/10/17 ' Approval Date: 12/12/13 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3Mm 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2- Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Dese iution Specifications 3M"w 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 N/A Dispensing Equipment ProPackV 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Prove Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content 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.: 134=.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 2 of 11 Test Results ASTM D 1622 1.6 lbsJft.3 ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise ASTM D 1623 28 PSI Parallel to rise ASTM D 2127 0.08 Lbs./Fe ASTM E 46 3.1 Perm / Inch ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.00% Volume Change @I 58-F., 100% Humidity, 2 weeks 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.: 134=.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 2 of 11 EVIDENCE SUBMITTED: Test Aaencv Test Identifier Test Name/Repo rt Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 Trinity Engineering 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 ASTM D 1623 04/18/12 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 3. 3MI" 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 4. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 5. Roof Tile manufactures acquiring acceptance for the use of 3M"° 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 6. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 3 of 11 INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A): 1.0 (B)• 6. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High Profiles All Eave Course 17 -23 sq. inches 45-65 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 3Nr 2- Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 6 of 11 7 in. o loin. �O Mail through plastic cement (when required) in. Battens optional ADHESIVE PLACEMENT DETAIL # 2 Eave Closure Fascia Fiat/Low Profile -T-ile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cmZ) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the Overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cmZ) - 12 (77.4 cmZ) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the Overlock of the tile being set. Insure approximately 17 (109.7 cm) — 23 (148.4 cmZ) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the Overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cmZ) - 14 (90.3 cmZ) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nall through plastic ce (when required) Paddy (Beneath Tile) Underlayment , a tin. Baetem optional , 0 r� o� Eave � Fascia fMeephole 10In. 2In. Eave closure Drip edge High Profile / Single Pan Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm) -19 (122.6 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 2z4hL KZ i g1lwnvsq�' MOMPM1118THIR APPROVED 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17 -23 in2 (109.7 -148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8 -9 it? (51.6 -58.1 cm) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED ba, I - ii +11 _ Jd. irr - 3. Also ap ly a 2" (50.8 mm) x 4" (101.6 mm) x V (19 mm) paddy on top of the eave course tile 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 9 (58.1 cm) - 11 (71 cm) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm) - 9 (58.1 cm) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 10 of 11 1) Place enough adhesive to addeve6S to 701 In contact with the pan die. 2) Turn coven upside down. Place adhesive In to i Kfrom out edge of covertge. Then Install the tile. Ensure 20 to 25 sq.In. contact area. a IUmledayrment Eavedosurd (motarshown) ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep pitch applications (when required) pow-up Mortar on longitudinal edges of die Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover dies are flush at eave line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm 2) - 25 (161.3 cmZ) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 11 of 11 CertainTeed Corporation 1400 Union Meeting Road P.O. Box 1100 Blue Bell PA 19422 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: CertainTeed Underlayment Systems LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 11- 1129.01 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-1204.02 Expiration Date: 11/24/14 Approval Date: 02/27/14 e000w#01*� Page 1 of 8 Deck Type 1: Wood, Non - insulated Deck Description: 19/32° or greater plywood or wood plank System E(3): Anchor sheet mechanically fastened to deck, membrane adhered. Anchor Sheet: One ply of ASTM D 226 Type H organic felt or All Weather/Empire Base mechanically attached with a minimum 4" side lap and a minimum 6 "end lap. Anchor sheet shall be applied at a right angle (900) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll of the base sheet. Ply Sheet: (Optional) One or more plies of an ASTM D226 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bs. /sq. Membrane: One ply of Flintlastic GMS adhered in a full mopping of Type IV asphalt applied within the EVT range and at a rate of 20- 401bs. /sq. or Flintlastic GTA torch applied to the preceding sheet or DryRoof TU, Flintlastic SA Cap, self - adhering membranes adhered to the preceding sheet with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the membrane is acceptable. If membrane is strapped, then anchor sheet and ply sheet must also be strapped. When used in Tile roof systems the cap sheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum of 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Surfacing: *Flintlastic SA Cap, Flintlastic GTA, Flintlastic GMS and DryRoof TU may be used with any approved roof tile system mechanically fastened as specified in their current NOA. *Flintlastic SA Cap, Flintlastic GTA, Flintlastic GMS and DryRoof TU may be used with any approved roof tile system adhered as specified in their current NOA using any foam adhesive listed and having a current tile adhesive NOA approval. Must comply with appropriate Roofing Application Standard RAS 118, RAS 119, RAS 120 and applicable Building Codes. LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. NOA No.: 12- 1204.02 Expiration Date: 11/24/14 Approval Date: 02/27/14 Page 6 of 8 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 material. LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. CertainTeed underlayment roofing systems utilizing Flintlastic GTA, WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Diamond Deck, MetaLayment, DryRoof TU or Black Diamond Base Sheet as a cap membrane shall be acceptable for use in asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. 3. CertainTeed underlayment roofing systems utilizing DryRoof TU, Flintlastic SA Cap, Flintlastic GTA or Flintlastic GMS as a cap membrane shall be acceptable for use in foam adhesive set and mechanically fastened roof tile systems as specified in the surfacing option of the approved assemblies. 4. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. CertainTeed underlayment roofing systems shall be installed in strict compliance with applicable Building Code. 5. CertainTeed underlayment roofing systems membranes shall be applied to a smooth, clean and dry surface with deck free of irregularities. 6. CertainTeed underlayment roofing systems membranes shall not be applied over an existing roof membrane as a recover system but may be applied over an approved roofing Base /Anchor sheet underlayment. 7. WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Black Diamond Base Sheet, Flintlastic SA Cap, MetaLayment, Diamond Deck, Flintlastic GMS, and Flintlastic GTA shall not be left exposed as a temporary roof for longer than 180 days of application. DryRoof TU shall not be left exposed as a temporary roof for longer than 30 days after application. 8. CertainTeed underlayment products may be used with any approved roof covering Notice of Acceptance listing CertainTeed underlayment products as a component part of an assembly in the Notice of Acceptance. If CertainTeed underlayment products are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or Miami -Dade County Product Control for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 9. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 10. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 11. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 12. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 13. The maximum roof slope for use as roof tile underlayment for direct -to -deck tile assemblies shall be as follows: (Limitations noted below are a result of the tile stacking/tile loading performance and do not reflect to that of the underlayment. See Table Below) NOA No.: 12- 1204.02 Expiration Date: 11/24/14 Approval Date: 02/27/14 Page 7 of 8 LIMITATIONS: Tile Profile Flintlastic GMS' Flintlastic SA Cap' DryRoof"" TU2 Flintlastic GTA' Flat Tile 4:12 6:12 6:12 6:12 Profiled Tile 4:12 5:12 6:12 6:12 'The following is applicable to all systems using and Flintlastic GMS: *Slopes up to 4:12 — Stage by placing two tiles perpendicular to the slope followed by maximum four tiles on top parallel to the slope for a total of 6 tiles. (Illustrated in Figure 1 below). •Slopes greater than 4:12 — Horizontal batten strips are required. Stage tiles touching horizontal battens; a maximum of 10 tiles shall be stacked parallel to the slope (See Figure 2 below). 'The following is applicable to all systems using Flintlastic SA Cap: *Slopes up to 5:12, Profiled Tile — Stage by placing two tiles perpendicular to the slope followed by maximum four tiles on top parallel to the slope for a total of 6 tiles. (Illustrated in Figure 1 below). •Slopes greater than those shown in the above table — Horizontal batten strips are required. Stage tiles touching horizontal battens; a maximum of 10 tiles shall be stacked parallel to the slope (See Figure 2 below). 'The following is applicable to all systems using DryRoof"" TU and Flintlastic GTA: *Tiles shall be stored on battens on roof pitches greater than 6:12 ". Front View Figure 1: Staged Method, View Front Figure 2: Batten Method END OF THIS ACCEPTANCE Side View Figure 2: Batten Method NOA No.: 12- 1204.02 huAMao7al 91 e COUMY Expiration Date: 11/24/14 Approval Date: 02/27/14 Page 8 of 8 .4 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3Mrm 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2- Component Foam Roof Tile Adhesive AH- 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Prpduct Description Specifications 3MTM 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 N/A Dispensing Equipment ProPackO 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 R_ 1.6 lbs. /ft' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Fe 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.00/a Volume Change @158T.,100% Humidity, 2 weeks 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. �3 � 1 �' .�. �cl■ �APPROVED� NOA No.: 13-0502-02 Expiration Date: 05 /10/17 Approval Date: 12/12/13 Page 2 of 11 NOTICE OF COMMENCEMENT. C N 2014ROISS281 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST IN�WTIOIN OR 0k 2W067 Ps 4417; (11PS) RECORDED 03/14/2014 10-"31*rj r%1" HARVEY RUVINY CLERK OF COURT 1.5a 6S- Llof L013;- MIAMI-DADE COUNTY, FLORIDA PERMIT NO. TAX FOLIO NO. / ST PAGE STATE OF FLORIDA: COUNTY OF MIAMI-DADE: COUNTY OF DADS CO THE UNDERSIGNED hereby gives notice that Improvements will be made' y that this Is a iy of the CtUrt followin" 17 P4 property, and in accordance with Chapter 713, Florida Statutes, the Ify I in I fftcepn ­-4 1 dal 1 81 is provided in this Notice of Commencement. iipml /1-11) , A Or 20 A•, rNESS my ,dapd ?,th�,ai Seal. am W1 UW 1. Legal description of property and street '0 � A 04 3. Owner(s) name AUd addre y t-- e F A Interest in-property: VIF V- Name and address of fee simple titleholder AX e-- 4. Contractors name and address 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ S. 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(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address. 9. Expiration date of.this Notice of Commencement (the expiration date is I year from the date of recording unless a Sandra Dee Hart My Commission FF OIV*" Expires 0412112017