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RF-14-405Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 208277 Scheduled Inspection Date: March 31, 2014 Inspector: Rodriguez, Jorge Owner: DEGRAFF, HENRY & BRENDA Job Address: 140 NE 105 Street Miami Shores, FL 33138- Project: <NONE> Permit Number: RF- 3- 14-405 Permit Type: Roof Inspection Type: Final Roof Work Classification: Repair Roof Phone Number Parcel Number 1121360130670 Contractor: SUNSET CONTRACTORS INC Phone: (786)286 -0069 tiunamg uepartment comments RE ROOF TILES & FLAT ROOF FLAT: BUILT UP NO INSULATION SLOPE: TILES CEMENT FLAT EAGLE BEL -AIR INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 28, 2014 For Inspections please call: (305)762 -4949 Page 7 of 27 In F.I.E. FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT - INNOVATION - INTEGRATION 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 Owner's Name: Job Address: Q Ova— a Roofing Contractor:_ Permit Number: �°f 'Zs A'- -A V Type of Tile: Q Approximate Roof Height: feet Slope: Approximate Square Footage: rV® ft2 Type of Access to Roof: Ladder OtherRequired Testing Fo ce: 35 lbs. Testing Equipment: F.G.E. 00x S im o Instrument Date Installed: 3 Date of Inspection: -1 1 -2 4- TEST RESULTS P= PASS, F= FAIL Test Location P or F Test Location P or F Test Location P or F Test Location P or F Test Location P or F 1 IQ 21 Hips & Ridges 41 61 81 2 22 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 40 60 80 1 1 100 --------------------------------------------------------------------------------------------------------------------- IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: 'S ft Area Units or ft2 No. of Tests Perimeter 04 ew Field 1 Corners IQ I p Hips & Ridges < ( f-e a` ®flee ® ®e ®, RESP U,41,YFW $f TED BY: ®.o �5 . • • G °E N sSy ® ®i No 63107 ° °9? G 7 dl® N A "1111111110" ® ® ®�� RE: Permit # Miami Shores Village Building Department INSPECTION AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: —�/3/ 1 � I Cml UQ lA E-y'ML licensed as a (n) Contractor/ Engineer/ Architect, (Print name and circle license Type) FS 468 Building Inspector License #: CCC t l Z O 1 GS— On or about . I did personally inspect the roof deck nailing and (Date & tune) Secondary water barrier work at 140 N C t© (v E ST 4 (6A) 54095 it ?J 3 L3Y (Complete Job Site Address) Based upon that examination I have determined the installation was done according to. the Hurricane Mitigation Retrofit' Manual (Based on 553.844 17/1 Signature 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 Public, Sate of Florida at Large 'General, Budding, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include phol ographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Revised on 5121/2009 BU PE Permit Type: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 APPLICATION BUILDING F 20 Permit No. Master Permit No. ROOFING JOB ADDRESS: % 7 L) /V `— � C9 S S f City: Miami Shores County: Miami Dade Zip: 33 (3e? Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 1-1,e Ad JZ 6e9 rIC Phone #: � d Y' 7 S I Address: 1 l-% ) (— [ 0 -.5 S City: " / A4 1` g Olte S State: C Zip: 3313 9 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: Address: 19 ` 3 3' N LA) City: "/'/1 ^11" 4 Qualifier Name: /9 A) (P �'P/Lr �5e V 14jrs3e j 305 (NZ00 0. t--f 14 Zip: 1?� X20 11 Phone #: -> 0 S t/ q Z 0 19 9 State Certificationpr Re istration #: C �p=L' t �2 � (v Certificate of Competency #: Contact Phone #: S 3 S� �Lt Q r Email Address: Ca r7k1E-J4t( G1 Y"K tj - C DMA DESIGNER: Architect/Engineer. Phone #: e� Value of Work for this Permit: $ k 5 ,30 p •, Square/Linear Footage of Type of Work: ❑Addition ❑Alteration ❑New G Description of Work: � -e -Q %L o o c— t7 L-7S : F-L-47- I- DT swft : T UP NO ! "uL -6Tco4 l.VS C-6 1u C NT' VLA�T I Color thru tile: 4t,E a&i- -41 a- t-- 1-- L 2'•{00 Submittal Fee $ DU . 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 $ ❑Demolition ( Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant 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 o mmencement must be posted at the job site for the first inspection which occurs seven (7) days after t ing permit is is ed the absence of such posted notice, the inspection will not be approved and a reinspe lion ee will charged. ,a Signature Signature O r r Agent Contractor The fore of g i trument was ac owledged ore me this 3 The foregoing instru ent was acknowledged before PC' this lay of _� 20, by day of 20, by .�� who is personally known to me or who has produced who is personally known to me or who has produced As identificadQn and who did take an oath. as NOTARY PUBLIC: Sign: Print: My Commission APPROVED BY Notary Public - State of Florida My Comm. Expires Jul 31, 2015 Commission # EE 116290 Z/7 / -� Plans Examiner Structural Review (Revised 3 /122012)(Revised 07 /10/07)(Revised 06/102009)(Revised 3/15/09) NOTARY who did take an oath. Sign: Print: 001 My Commiss g '� , CARLOS A. URBINA • E Notary Public - State of Florida °;r •o: My Comm. Expires Jul 31, 2015 ommission # '''� C EE 1 Zoning Clerk '2014 details - Business Tax Account SUNSET CONTRACTORS INC - TaxSys - Miami -... Page 1 of 1 [ME*, M11 #:as' Tax Collector Home Search Reports Shopping Cart When entering your name and address on the payment form, please do not enter any special characters such as #,or &. !- - IN311111 WINE • QI Raw ! Business Tax Account #6722004 H Account details, Account history ry 2014 2013 2012 2011 2010 Paid Paid Paid Paid Paid Account number: 6722004 Business start date: 08/01/1999 Business address: SUNSET CONTRACTORS INC 6135 NW 167 ST E13 MIAMI, FL 33015 Physical business location: UNIN DADE COUNTY • • • �. • Owner(s): SUNSET CONTRACTORS INC 6135 NW 167 ST #E13 NORTH MIAMI, FL 33015 Mailing address: SUNSET CONTRACTORS INC JUAN PUENTES PRESIDENT 6135 NW 167 ST #E13 NORTH MIAMI, FL 33015 Flags: Home Business Print account application (PDF) Receipt 4324646 Paid 2013 -09 -26 $75.00 Contracting 10/01/2013— NAICScode: Receipt #TXHS1 -13-076393 Print SUB - GENERAL BLDG 09/30/2014 238990 this bill CONTRACTOR Units: 1 Additional documentation required: 07B000318 State /County License or Certificate https: / /www.miamidade. county - taxes. eom /public/business_tax/accounts /6722004 3/5/2014 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 10050 NE 2nd Ave Miami Shores, FI 33138 Date: Re: owner's Name: "-e N r? c � -6• I) .f ;C nA F r , Property Address: g ID N e 10 6 S -t" o..L04 M I' S /1 URe s, Roofing Permit Number. Dea uilding offic' ,I: 1 �(/l 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 attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Si Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he /she is the o ner for the above property mentioned. Sworn to and subscribed before me this ay of CARL05 A. URBINA Notary Public - State of Florida Notary Public, Sate of Florida at Large my Comm. Expires Jul 31, 2015 o,,2 F� ,M Commission # EE 116290 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $ 00 .00, the un ing was rmt constru with FB 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 5121009 t 8orj S6)LOMJy COO 13�, q � y Property Search - Report ' MIAMI -DADE COUNTY PROPERTY APPRAISER 11 -2136- 013 -0670 Property Address 3 Lazaro Solis A, - PROPERTY APPRAISER Property Information: Folio 11 -2136- 013 -0670 Property Address 140 NE 105 ST Owner Name(s) HENRY G DEGRAFF &W BRENDA J Mailing Address 140 NE 105 ST MIAMI SHORES FL 33138 -2033 Primary Zone 1000 SGL FAMILY - 2101 -2300 SQ Use Code 0101 RESIDENTIAL- SINGLE FAMILY: 1 UNIT Beds /Baths /Half 2/2/0 Floors 1 Living Units 1 Adj. Sq. Footage 1,587 Lot Size 18,600 SQFT Year Built 1948 Full Legal Description MIAMI SHORES SEC 5 PB 10-47 LOTS 8 -9 -10 INC BLK 121 LOT SIZE 150.000 X 124 OR 14635 -2788 0690 4 Assessment Information: Year 2013 2012 Land Value $176,009 $151,696 Building Value $107,893 $120,473 R1 ar;;et Value $283,902 $272,169 Assessed Value $137,281 $134,987 Benefits Information: Benefit Type 2013 2012 Save Our Homes Cap Assessment Reduction $146,621 $137,18 2 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Note: not all benefits are applicable to all Taxable Values (ie County, School Board, City, Regional). Disclaimer: Page 1 of 1 1 f,'� Aerial Photography 2012 Taxable Value Information: Year 2013 2012 Exemption/ Taxable Exemption/ Taxable County $50,000/$87,281 $50,000/$84,987 School Board $25,000/$112,281 $25,000/$109,987 City $50,000/$87,281 $50,000/$84,987 Regional $50,000/$87,281 $50,000/$84,987 Sale Information: Date Amount OR Book -Page Qualification Code 06/01/1990 $0 14635 -2788 Qual by exam of deed 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 website 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 hftp: //www.miamidade.gov /info /disclaimer.asp. Property information inquiries, comments, and suggestions email: pawebmail @miamidade.gov GIS inquiries, comments, and suggestions email: gis @miamidade.gov Generated on: Tue Mar 04 2014 http: / /gisweb. miamidade .gov /PropertySearch/printMap.htm 3/4/2014 I bill 1111111111 11111 11111 11111 11111 IN loll NOTICE OF COMMENCEMENT OR Bk �,2.,G,055 Ps 13761 Qns) A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 0310 512014 11 =39.*35 HARVEY RUVINY CLERK OF COURT MIAMI -GAGE COUNTYP FLORIDA PERMIT NO. TAX FOLIO NO. L 12L3(6 013 0(6_20 LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street / address: 7140 /V ell iV6 sr t' 9 P zx? XytTSF- 2. Description of improvement: 3. ,ywnerks) 6 � r ®ss: L9 A� (,-;7' 10 6 S Interest in property: Name and address of fee simple titleholder: `/ice euvt-evetbizi. 4. Contractor's name and address: 5. Surety: (Payment bond required b owner from contractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(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 Lienor's 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 1 year from the date of recording unless a different date is specified)- /---, r — w _ Sig of Owner Print Owner's Name k k c Sworn to and subscribed be Notary Public: Print Notary's Name: My commission expires: Notary Public - State of Florida My COMM. Expires Jul 31, 2015 Commission # EE 116290 C STATE OF FLORIDA, COLAm1 OF (JADE fHE111"YCER17FY00 Mile a81104 Offt �r10 fllled h tflia oflPt a cn���4'� WrIWESS rry'hard wd OIBt W Swt HAM VIN, CLEF(, of ft 1eld0ft*QW g --► ��oa f Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. Process No. Contractor's Name: SUNSET CONTRACTORS INC Sob Address: 140 NE 105 ST MIAMI SHORES, FL 33138 0 Low Slope ❑ Asphaltic Shingles ❑ New Roof Low ROOF CATEGORY ❑ Mechanically Fastened Tile 0 Mortar /Adhesive Set Tile ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 GAS VENT: ❑ YES 0 NO ROOF TYPE N Re -Roof ❑Recovering ❑ Repair ❑ Maintenance ipof 915 (SF) lope Area (SF) Total (SF) 600 t YJ0 2,400 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels; clearly identify di ions of elevated pressure zones and location of parapets. Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Speck Roof Assembly Components and Identity Manufacturer (If a component is not used, identify as "NA'j System Manufacturer: GAF MATERIALS CORP. NOA No.: 13- 0424.09 Design Wind Pressures, From RAS 128 or Calculations: Pmaxl: -42.8 Pmax2: -71.7 Pmax3: _108 0 Max. Design Pressure, from the specific NOA System: -52.5 Deck: Type: CDX PLYWOOD Gauge/Thidmess: 5/8 = 19/32 Slope: .25:12 Anchor /Base Sheet & No. of Ply (s): N/A Anchor /Base Sheet Fastener /Bonding Material: N/A Insulation Base Layer: N/A Base Insulation Size and Thickness: N/A Base Insulation Fastener /Bonding Material: N/A Top Insulation Layer: N/A Top Insulation Size and Thickness: N/A Top Insulation Fastener /Bonding Material: N/A Base Sheet(s) & No. of Ply(s): BASE SHEET #75 Base Sheet Fastener /Bonding Material: 1 1/a R.IS NAILS & 1 S/8 TIN CAPS Ply Sheet(s) & No. of Ply(s): (2) PLY 4 FIBERGLASS Ply Sheet Fastener /Bonding Material: STEEP ASPHALT TYPE IV Top Ply: MINERAL SURFACE CAP SHEET Top Ply Fastener /Bonding Material: STEEP ASPHLT TYPE 4 Surfacing: MINERAL SURFACE CAP SHEET Fastener Spacing for Anchor/ Base Sheet Attachment Field: 9 "oc @ Lap, # Rows 2 @-j--20c Perimeter: 6 "oc @ Lap, *Rows 4 Q 6 "oc Corner: 6 "oc @ Lap, *Row 4 Q_6 "oc Number of Fasteners Per Insulation Board Field: N/A Perimeter: N/A Comer: N/A Illustrate Components Noted and Details as Applicable: Wood blocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. GALV 3X3 D /EDGE NA r rmr F/G STRIP Parapet Height MINERAL CAP SHEET (1) PLY BASE #75 TIN CAPPED (2) PLY 4 FIBERGLASS MEMBRANE 10' Mean Roof Height Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) — Tiles Roof System Manufacturer: EAGLE ROOFING PRODUCTS Notice of Acceptance number: 12- 0430.04 Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): Pi: -39.1 P2: -68.1 P3: -100.7 Maximum Design Pressure (From NOA Specific System): 40.4 (MEDIUM PADDY) Method of file attachment: 3M POYFOAM ADHESIVE LARGE PADDY MEDIUM PADDY _X TWO PADDY _ Steep Sloped Roof System Description Deck Tvoe: CDX PLYWOOD 5 /8" �. ODtional Insulation: Nailable Substrate: Nailable Substrate Attachment: Roof I N/A Slope: "/12 Underlayment /Base Sheet ASTM D -226 #30 FELT Roof Fastener Type and Spacing: Mean Height 15 ft. (Maximum roof height 33' f�) 11/a r/s nails and 15/8 Tin Caps Field: 3 Rows @ 8" Laps C� 6" mean Adhesive Type: Ridge Ventilation: STEEP ASPHALT TYPE IV n/a Cap Sheet Type: #90 TILE UNDERLAYMENT ASTM Roof Tiles Covering: EAGLE FLAT CEMENT ROOF TILES Drip Edge Type & Size: 3 x 3 eave drip galvanized 04" o.c. stagg. Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based file systems, choose either Method 1 or 2. Compare the values for values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then file attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P,: -39.1 xx .278 = 10.87 ) - Mr-Z&9--= M„ 3.28 Product Approval Mf 40.4 (P2: -68.1 xX 278 = 18.93 ) - MM 7.59 = M„ 11.34 Product Approval K 40.4 + PADDY POLYFOAM (P3:-100.7 x2 .278 = 27.99 ) - Mg 7.59 = M„ 20.4 Product Approval hk 40.4 Method 2 'Simplified Tile Calculations Per Table Below' Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mr required Moment Resistance* Mean Roof Height --jo. Roof Slope I + 15' 20' 25' M. 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 1 25.9 1 27.1 1 28.2 1 30.0 *Must be used with a list of moment based file systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based file systems use Method 3. Compared the values for F with the values for Fr. If values are greater than or equal to the Fr values for each area of the roof, then the file attachment method is acceptable. Method 3 °Moment Based Tile Calculations Per RAS 127° (P, x L = x w. = -W: x cos B = F,1 _ Product Approval F' (Pi x L = x w: = - W: x cos B = F,1 _ Product Approval F' (P3. x L = x w. = -W: x cos B = F,1 _ Product Approval F' Where to Obtain Information Description Symbol Where To Find Design Pressure P1 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 L Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F Product Approval Required Uptift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L= Length w= width Product Approval All calculations must be submitted to the building official at the time of permit application. 11A .' MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERM TTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 1 1805 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 /Dera Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 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: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Tiles 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 revises NOA# 11 -0321.02 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. MIAM413ADE COUNTY rMIMMIA' NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESC Manufactured by Applicant Bel Air Concrete Tile RIPTION: Dimensions L =17" W =121/4" Thickness = %2" Bel Air Double Eagle L =17" Concrete Tile W = 12'/4" Thickness = 1/2" Ponderosa Concrete Tile L =17" W= 121/4„ Thickness = 1/2' Ponderosa Double Eagle L =17" Concrete Tile W =12 1/4" Thickness = 1/2" Golden Eagle Concrete L =17" Tile W = 12'/4" Thickness =1/2" Trim Pieces I = varies w = varies varying thickness Test Specifications Product Description TAS 112 Flat profile concrete roof tile equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. TAS 112 Flat profile concrete roof tile equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. TAS 112 Flat profile concrete roof tile with slate finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. TAS 112 Flat profile concrete roof tile with shake finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. TAS 112 Flat profile concrete roof tile brushed finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. TAS 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 2 of 10 2.1 EVIDENCE SUBMITTED: Test Agency Test Identifier PRI Asphalt Technologies ERPF- 001 -02 -01 Redland Technologies 7161 -03 Appendix III Redland Technologies 7161 -03 Appendix III Redland Technologies 7161 -03 Appendix II Redland Technologies P0402 Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Letter Dated Aug. 1, 1994 P09647 -01 94-084 25- 7094 -(2, 5, & 8) 25- 7183 -(5 thru 6) 25- 7214 -(1, 5, & 8) 25- 7487 -2 25- 7496 -(l & 4) 25- 7804 -6 520109 -1 520111 -4 520191 -1 Calculations Calculations Test Name/Report TAS 112 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments Due to Gravity Date Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 Aug. 1994 May 1994 Oct. 1994 Feb. 1995 March, 1995 Dec. 1995 Dec. 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 Sep. 2006 NOA WMAMMADECOMM coutM Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 3 of 10 3. LIIVIITATIONS: 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 `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles 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 (1 x w) Tile Profile Weight -W (lbf) Length4 (ft) Width -w (ft) Bel Air, Bel Air Double Eagle, 11.4 1.42 1.03 Ponderosa, Golden Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Table 2: Aerodynamic Multipliers - A (f e) Tile Profile A (ft) A (f e) Batten Application Direct Deck Application Bel Air, Bel Air Double Eagle, 0.301 0.278 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 4 of 10 Table 3: Restoring Moments due to Gravity - M9 (ft -lbf) Tile 3 ":12" 4 ":12" 5 ":12" 6 ":12" Greater than Profile 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7':12" Bel Air, Bel Air Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Double Eagle, 51.7 Deck 1 -10d Smooth or Screw Shank Nail Field Clip) Deck 24.3 Deck 1 -10d Smooth or Screw Shank Nail Eave Clip) Deck 19.0 Deck Ponderosa, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Golden Eagle, Ponderosa Double Eagle Flat Tile Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails 50.3 65.5 48.3 1. Installation with a 4" tile headlap and fasterners are located a min. of 2 %" from head of tile. NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 5 of 10 Table 6: Attachment Resistance Expressed as a Moment Mf (ft -lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Application Resistance Bel Air, Bel Air Double Eagle, Adhesive 31.3 Ponderosa, Golden Eagle, Ponderosa Ponderosa, Golden Eagle, 3M 2- Component Foam Roof Tile Adhesive AH -160 Double Eagle Flat Tile Ponderosa Double Eagle Flat 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3M TM 2-Component Foam Roof Tile Adhesive AH -160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Mortar Set Systems for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Application Resistance Resistance Bel Air, Bel Air Double Eagle, 3M 2- Component Foam Roof Tile Adhesive AH -160 118.9 Ponderosa, Golden Eagle, 3M 2- Component Foam Roof Tile Adhesive AH -160 40.4 Ponderosa Double Eagle Flat Tile 3 Large paddy placement of 45 grams of Pol ProTm. 4 Medium paddy placement of 24 grams of Pol Prow. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft -lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Mortar Seto 43.9 Eagle, Ponderosa Double Eagle Flat Tile 5 Tile -Tite Roof Tile Mortar. NOA No.: 12-0430.04 MuuaFOaoe cI : Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 6 of 10 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 ". EAIGLE�� FLORIDA BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the instailation of this system. NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 7 of 10 PROFILE DRAWING BEL Am BEL AIR DOUBLE EAGLE NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 8 of 10 PONDEROSA PONDEROSA DOUBLE EAGLE NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 9 of 10 GOLDEN EAGLE END OF THIS ACCEPTANCE NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 10 of 10 i MIAMaDADE 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.2oy /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: 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 of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 12- 0228.18 and consists of pages 1 through 11. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/1VI3 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 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 AR-1 60. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Pro 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 Results 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158 °F., 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. . APPROVED NOA No.: 13- 0502.02 Expiration Date: 05/10117 Approval Date: 12/12/13 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report 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. 3M'" 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 3W 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 RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A): 1.0 (B). 6. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MT14 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. MIAMhDADE COUNTY NOA No.: 13-0502.02 ... � Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High All Eave Course 17 -23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17 -23 sq. inches 45-65 Flat Profile #2 10 -12 sq. inches 30 Low Profile #2 12 -14 sq. inches 30 High Profile #2 17 -19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8 -9 sq. inches at 12 grams per paddy head of tile 9 -11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20 -25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65 -70 sq. inches 34 grams under pan LABELING: All 3M-2- Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMaDADE COUNTY NOA No.: 13-0502.02 ... � Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Plait through plastic cement (when required) paddy (Beneath Tile) Underlayment Paddy (Beneath Tile) Underlayment ^ ; tR� � Battens optional ° EaveCourse e? 1oin.z >, n, 2 in. wide 2 in Fascia Eave Closure Nail through plastic cement (when required) Paddy (Beneath Tile) Underlayment ^ ; 1oin.z >, 2 in. wide Battens optional 10 hr 2 in. Eave Closure Eave Course Fascia Nail through plastic ce Paddy (when required) y (Beneath Tile) Underlayment 101n x +g 21 wide Battens optional 1'i' > Save Course Fascia Weephole 1 o io. 2 in. Eave closure �12T Drip edge APPROVED 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 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 nun) 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 cm2) — 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 ADHESIVE PLACEMENT DETAIL # 2 APPROVED Flat/Low Profile Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm) — 23 (148.4 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 strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm) -12 (77.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double 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 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) -14 (90.3 cm2) 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) Nail through plastic ce When requaed) Paddy (Beneath Tile) Undedayment 7 in. in. r , Battens optional �F EaveGounu: Fascia Weephole 10 in. �2 in. 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 cmZ) -19 (122.6 cm?) square inch adhesive contact with the underside of the tile. NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 8 of 11 2U 4 rota �� Y ADHESIVE PLACEMENT DETAIL # 3 1H0 o-';F:aI IT 171 1. On the eave course only, 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 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" (10 1.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17 -23 in2 (109.7 -148.4 cm) of adhesive contact with the underside of the tile 2. Apply 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 in2 (51.6 -58.1 cmZ) 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) Na d—UO pi o twhen nequ� PaMVjbdwmtffeQ Py ttandu tile6 shwe on t ag4f,. 2 X 41n gip} EawCbum 'o ,€o Ddpedge [�7APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3 /o" (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 cm2) 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 It 1) Place enough adhesive to achieve 65 to 70 sq. In contact with the pan tile. 2) Turn covers upside down. Place adhesive In to i In. from outside edge of cover tile. Then Install the tile. Ensure 20 to 25 sq. In. contact area.. Underlayment I Eave closure (motar shown) Fascia ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep pitch applications (when required) point -up Mortar on longitudinal edges of the Remove top portion of the am course cover dle.Abut to second course of pan tiles. Ensure eave end of pan arul covertiles are flush at eave line. Two Piece Barrel - High Profile Tile APPROVED Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm) — 70 (451.6 cm) square inch adhesive contact with the underside of the pan tile. 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) - 25 (161.3 cm) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) hailers 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 I , r, MIAM� DADE MIAMI -DADE COUNTY F PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION R) Miami, Florida 6) 315 -2599 T (786)315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov /economv GAF 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right -to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control -Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 07- 1219.09 consists of pages 1 through 17. The submitted documentation was reviewed by Juan E. Collao, R.A. MIAMFDADE COUNTY NOA No.: 13- 0424.09 "' • ' Expiration Date: 11/04/14 Approval Date: 10/31/13 Page I of 17 It Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield® Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base sheet: GAFGLAS" #80 UltimaTM Base Sheet, Stratavene EliminatorTM Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat- WeldTM Smooth or Ruberoid® SBS Heat;. WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® FlexPlyTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® FlexPlyTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -TecTM #12 Fastener or Drill -TecTM #14 and Drill - TecTM 3" Steel Plate, Drill -TecTM AccuTrac® Flat Plate or Drill -TecTM AccuTrae Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Desig-- Pressur a —45 psf,, See General Limitation #7) GAFGLAS® Flex Plym 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS® #80 UltimaTM Base Sheet, Ruberoid® 20, Ruberoid® Mop Smooth, base sheet attached to deck with approved 11/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -TecTM #12 Fastener or Drill -TecTM #14 Fastener and Drill -TecTM 3" Steel Plate, Drill -TecTM AccuTrac® Flat Plate or Drill -TecTM AccuTrae Recessed Plate 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) MIAMMADEcoUNW NOA No.: 13 -0424.09 • 1 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 15 of 17 r GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -TecTM #12 Fastener or Drill -TecTM #14 Fastener and Drill -TecTM 3" Steel Plate, Drill -TecTM AccuTrace Flat Plate or Drill -TdcTM AccuTraco Recessed Plate 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® Ply 4 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbsJsq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 1. Gravel or slag applied at 400 lbsJsq. and 300 lbsJsq. respectively in a flood coat of approved asphalt at 60 lbsJsq. Maximum Design 2. Topcoat Surface Seal SB applied at Ito 1.5 galJsq. Pressure: See Fastening Above MIAMI-DADE COUNTY10 NOA No.: 13 -0424.09 • • • lllllllllllF Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 16 of 17 4F , WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply'm 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" Dens DeckTM Roof Board or %z" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. 2. 3. 4. 5. 6. 7 8. 10. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bsJsq., or mechanically attached using the fastening pattern of the top layer All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board *is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psE Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS ! n s. If the " astener value, as field - tested, are below 275 lbf insulation attachment shall not be acceptable. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. END OF THIS ACCEPTANCE MUkWDADECOUNTY NOA No.: 13- 0424.09 "' • • Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 17 of 17 t , TGFU.R1306 - Roofing Systems , TGFU.R1306 Roofing Systems Paae Bottom Roofing Systems See General Information for Roofing Systems BUILDING MATERIALS CORP OF AMERICA, DBA GAF 1361 ALPS RD WAYNE, NJ 07470 USA Page 1 of 47 R1306 "Ruberoid@ 20" or "Ruberoid@ 20 HT" or "Ruberoid@ Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1 /2 -in. thick (minimum) gypsum board or 1 /4 -in. thick (minimum) Georgia - Pacific Gypsum LLC "DensDeck@ Roofboard," "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardTM Roofboard" may be used In any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 -in. thick minimum) roof decks. However, the butt joints In the gypsum board and Georgia - Pacific Gypsum LLC "DensDeck@ Roofboard; "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardm Roofboard" are to offset a minimum of 6-In. with the butt joints In the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple plies of "GAFGLAS@ Ply 4" or "Tri -Ply@ Pty 4" or "Tri-Ply@ Ply 6" may be adhered to Georgia -Pacific Gypsum LLC "DensDeck @ Roofboard," "DensDeck Prime@ Roofboard" or "DensDeck DuraGuard— Roofboard" in hot roofing asphalt. "EnergyGuard' Ultra" is an acceptable alternate to "EnergyGuard' RF" in any applicable Classification. "GAF Stratavent@ Eliminator10° Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS@ Perlite Insulation" may be utilized as a cover board over "EnergyGuardm RF" insulation in any of the following systems. Unless otherwise Indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or UL Classified urethane insulation adhesive. Polystyrene referenced in any of the following Classifications include "EnergyGuardTM EPS Insulation ". Unless otherwise Indicated, all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's Installation Instructions (excluding LRF Adhesive O) In any applicable Non - Combustible Roof Deck Classifications. References to glass fiber insulation include "EnergyGuard Fiberglass Insulation ". "EnergyGuardTM Tapered" is an acceptable alternate to "EnergyGuardTM" in any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS@ #75 Base Sheet" or'Tri-Ply@ #75 Base Sheet°, or "GAFGLAS@ #80 ULTIMA ") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4 ", or "GAFGLAS@ Ply 6 ") in the Class A, B or C roof systems Indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavent@ Eliminator'°' Venting Base Sheet (Perforated)" or "GAF Stratavent@ Eliminator"" Venting Base Sheet (Nallable)." Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nailable base sheets are to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 ULTIMA" or "GAF Stratavent@ Eliminator'"' Venting Base Sheet (Nallable)" may be substituted for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS@ Ply 4" or mrri-Ply@ Ply 4" or "GAFGLAS@ Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS@ Flashing" or "Ruberoid@" may be used for flashing In any of the Class A, B or C systems listed below. When " perlite" is referenced, this includes "GAFTEMP PERMALnE @" or any other UL Classified periite Insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be Included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of'/- In. minimum thick gypsum board Is an acceptable alternate for minimum insulation over C -15/32 thick roof decks. The use of polystyrene Insulation board between minimum 3A -in. thick periite board and deck with rosin paper (periite /rosin paper /polystyrene /periite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. "EnergyGuardTM RA" or "Tapered EnergyGuard— RA" or "EnergyGuard' Composite RA" may be substituted for any Atlas Roofing Corp. polyisocyanurate Insulation in any of the following Classifications. http: // database. ul. com /cgi- bin/XYV /templateALISEXT /1 FRAAWshowpage.html ?name =TG... 3/4/2014 TGFU.R1306 - Roofmg Systems . Page 2 of 47 A Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". "GAFGLAS@ #80 Premium Base Sheet" may be used in any of the following systems. "GAFGLAS@ Flex Ply 6" and 'Tri -Ply@ Ultra - Flexible Ply 6" are suitable alternates to "GAFGLAS@ Ply 6 ". "GAFTEMP Permalite Recover Board" may be used In lieu of any perlite Insulation In any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with °TOPCOAT@ Fireshield MB" at 2Y2 to 3 -gal /100 -fe. "Ruberoid@ Dual Smooth" may be used as an alternate to "Ruberold@ Mop Smooth" or "Ruberold@ 20" or "Ruberoid@ 20 HT" "Ruberoid@ Mop Smooth 1.5" may be used as an alternate to "Ruberoid@ Mop Smooth" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid@ Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid@ Mop" SBS products in any applicable Classification. Class A 1. Deck. C -15/32 Incline: 3 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or perlite/polyisocyanurate composite or perlite /urethane composite or wood fiber/polylsocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G or "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6" hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or perlite/polylsocyanurate composite or perlite /urethane composite or wood fiber/polylsocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type GS or "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or'Tri -Pty@ Mineral Surfaced Cap Sheet' or "GAFGLAS@ EnergyCap— BUR Mineral Surfaced Cap Sheet." 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polylsocyanurate, urethane, perlite/polylsocyanurate composite, perlite/urethane composite, wood fiber/polylsocyanurate composite, phenolic, 2 -In. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLAS@ Ply 4 ", 'Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Pty@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCapTM BUR Mineral Surfaced Cap Sheet." 4. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (Optional). — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet° or "Tri -Pty@ #75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or GAFGLAS@ Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or °Trl -Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCapTM BUR Mineral Surfaced Cap Sheet." Surfacing (Optional): — "'TOPCOAT@ EnergyCote— Elastomeric Coating" applied at a rate of 2 -gal /100 -fe. 5. Deck: NC Incline: 3 Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet". Ply Sheet: — One or more plies Type GI "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6 °. Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCap— BUR Mineral Surfaced Cap Sheet." 6. Deck: C -15/32 Incline: 2 Insulatlow.. — One or more layers perlite, glass fiber, polylsocyanurate, urethane, periite/polylsocyanutate composite, perlite /urethane composite, phenolic, 1 in. minimum (offset a minimum of 6-in. from plywood deck joints). Base Sheet: — One or more plies Type GI or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid@ Torch Smooth" or "Ruberoid@ Torch Granule" or "Ruberold@ Torch Granule Plus° or "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberold@ Mop Smooth Plus" or "Ruberoid@ Mop Granule" or "Ruberoid@ Mop Plus Granule" or "ROOFMatch— SBS Modified Granular° or "Tri -Ply@ SBS Modified Bitumen Membrane" or "ROOFMatcV, APP Modified Granular" or "Tri -Ply@ TP-4G" or "Tri -Pty@ TP -4" or "Ruberold@ Dual Smooth". Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Pty@ Mineral Surfaced Cap Sheet "or "GAFGLAS@ EnergyCap- BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. 7. Decle C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber /polylsocyanurate composite or phenolic, any thickness. Base Sheet: — Two or more plies Type G2 or Type G3. Ply Sheet (Optional): — One or more plies Type G1. Membrane: — One or more plies "Ruberold@ Torch Smooth" or "Ruberoid@ Torch Granule" or "Ruberold@ Torch Granule Plus" or "Ruberoid@ Mop Smooth" or "Ruberold@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or "Ruberoid@ Mop Granule" or "Ruberoid@ http:// database. ul. com /cgi- binIXYVI template /LISEXT /1FRAMElshowpage.html% me =TG... 3/4/2014 Owner's Notification Form HVHZ 2010 rt A MIAMI• fl "Oeliverbag Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. 1- Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane lZo ae)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 between the owner and the contractor. _`�M] 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be nailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). P3- Common roofs: Common roofs are those which have no visible delineation between neighboring ts(i.. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4- Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be Pewed3 from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5- Ponding water: The current roof system and/or deck of the building may not drain well and may Ic uwater to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. W6.Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not eroade d from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the inte e or of the structural assembly (the building itself). The exis ing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Fl da -lic sed engineer or registered architect to eliminate the attic venting, vent ha 13rst,be required. Owner's /Agent's Signature: Contractor's Signature: Property Address: L y AJ &-7- 10 6 Date: Permit Number: