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RF-15-775i ..c. ..�. -�- �yl�(�s - � -� �-- �- - -- ---. ___. - -- - - __ 4 - -- _...�_ t ,� � - - ..0 6 • _ �_ __ _ i ..c. ..�. -�- �yl�(�s - � -� �-- �- - -- ---. ___. - -- - - __ 4 - -- _...�_ t ,� � - - ..0 q f Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 rmit Parcel Number Issue Date: 4/1312015 Permit Aro. RF -4-15-775 Permit Type: Roof Work Classification: Tile Permit status: APPROVED Expiration: 10/10/2015 Applicant 1598 NE 104 Street 1122320320410 DAVID WHITLEY Miami Shores, FL 33138-2666 Block: Lot: Owner Information Address Phone Cell DAVID WHITLEY 1598 NE 104 Street MIAMI SHORES FL 33138-2666 Contractor(s) Phone Cell Phone A&J ROOFING CORP (305)599-2782 (305)804-1342 Type of Work: Re Roof Additional Info: RE -ROOF TILE TO TILE Classification: Residential Scanninq: 3 Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $12.60 DBPR Fee $4.50 DCA Fee $4.50 Education Surcharge $4.20 Permit Fee - New Roof $300.00 Scanning Fee $9.00 Technology Fee $16.80 Total: $851.60 Valuation: $ 21,000.00 Total Sq Feet: 2900 Pay Date Pay Type Amt Paid Amt Due Invoice # RF -4-15-55078 04/06/2015 Check #: 3490 $ 50.00 $ 801.60 04/13/2015 Credit Card $ 801.60 $ 0.00 Bond #: 2667 AvanaDie inspections: Inspection Type: Tile In Progress Renailing Affidavit Review Roof Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informat' is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-na contractor to do the work stated. April 13. 2015 Authorized Signature: Owner / Applicant -?" Contractor / Agent Building Department Copy 1 AC132 Engineering Inc. Testing & Engineering Services Certification of Authorization # 8131 Tel: 954-245.8976; Fax: 954.301.7776 5230 NE 18 Avenue Fort Lauderdale, FL 33334 Roof Tile Uplift Test Report Attention: Miami Shores Village, Building Division, 10050 NE 2nd Avenue, Miami Shores, FL 33138 Client: A & J Roofing, Corp Test Date: 5/29/2015 12J.� Per it # RF -4-15-775 Property Address: Whitley Residence 1598 NE 104 Street, Miami Shores, FI Roof Pitch: Type of Tile: Roof Area: 3 in 12 Boral Roof Tile 29.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive -Poly Pro H 160 Field Instrument : IMADA Force Gauge 0-100 Serial number: 243454 Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: 12.00 sq 12 As per FBC 2010 Passed Field Area: 17.00 sq 17 As per FBC 2010 Passed No. of Corner: 8 8 As per FBC 2010 Passed Ridge Areas: 150 PCs 17 As per FBC 2010 Passed Important. These laboratory results can change due to future weather impacts and/or unavoidable roof traffic. Therefore, this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Cordially /V AC62 E g' ring Inc. (NOA 09-1005.01) Ant o cevedo, PE Fla. R g. No: 36466 4. ACB2 Engineering Inc. Engineering and Laboratory Services 5230 NB 181° Avenue Fort Landerdaley Florida 33334 Phone: (954) 24541976 Fax: (954) 301-7776 10 .0 3 .0 3 BUILDING PERMIT APPLICATION Miami Shores Village APR 0 2015 Building Department 6 ,.._: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING ❑ ELECTRIC Q ROOFING PLUMBING ❑ MECHANICAL PUBLIC WORKS 10B ADDRESS: 1598 NE 104 ST FBC 20 10 Master Permit No. e(-- 1:5 - -ri J Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11 -222-032-0410 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Roofing Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): David Whitley Phone#: Address. 1598 NE 104 ST City: Miami Shores State: Florida Zip: 33138 Tenant/Lessee Name: Email Phone#: CONTRACTOR: Company Name: A & J Roofing Corp Phone#: 305-599-2782 Address: 4337 E 11 Ave City: Hialeah State: Florida Zip: 33013 Qualifier Name: Miguel Guerrero Phone#: 305-599-2782 State Certification or Registration #: CCC1328038 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 4-�{C • Square/Linear Footage of Work: c,2 92�_,?O Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: Reroof _tL . 2b --a4 LdbLa. �900 � Specify color of color thru tile: �7 Submittal Fee $ So (." 3 Permit Fee $ qc3 ' `y Scanning Fee $ •VL Radon Fee $ 4 • S(D Technology Fee $ k U • �r o Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) `i CCF $ \'a ' (e C) CO/CC $ DBPR $ 4 Notary $ Double Fee $ Bond $ 4500 C TOTAL FEE NOW DUE $ SC T 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. �- Signat OWNER or AGENT The foregoing instrument was acknowledged before me this day of � r, / 20 15 by Tta d, IAJi, ey who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Signature CONTRACTOR The foregoing instrument was acknowledged before me this 02- day of� << 20 �� by M,62, Gs -u Tr'(! Y(l who is personally known to me or who has produced identification and who did take an oath. NOTARY PU Sign: Sign: Print U a1ttIGUEL A. GUERRERO Seal: Noury Public • State of Florida' 7--nnay fly Comm.Expires May 26,2016 Commission N FF 126223 *************** HE APPROVED BY (Revised02/24/2014) Print:" lt_ r c2t f ow. ARACELYS M. HERNANDEZ Seal: MY COMMISSION k EE 1925M ,S4 ,kEXPIRES: April 27, 2016 pf�ni Bonded Thru Notary Public Underwriters ********************************************************** as Plans Examiner Structural Review Zoning Clerk 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: 02 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: David Whitley Property Address: 1598 NE 104 ST Miami Shores, FL 33138 Roofing Permit Number: Dear Building Official: I David Whitley certify that I am not required to retrofit the roof to wall connections of my building because: a 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_SgL#h f lorida Building Code (1994 SFBC) ignature David Whitley 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. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large M16UEL A. GUERRERO NWery puelk • State of Florlds My Comm. Expires May 26.201 i • When the just valuation of the structure for purpose of ad valorem taxation is eg7al to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 512112009 Property Information Folio: 11-2232-032-0410 Property Address: 1598 NE 104 ST Owner DAVID J WHITLEY & ARLENE DREXLER Mailing Address 1598 NE 104 ST MIAMI SHORES, FL 33138-2666 Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/4/0 Floors 2 Living Units 1 Actual Area 3,210 Sq. Ft Living Area 2,455 Sq.Ft Adjusted Area 2,494 Sq. Ft Lot Size 8,850 Sq. Ft Year Built 1955 Assessment Information Year 2014 2013 2012 Land Value $177,194 $119,570 $152,704 Building Value $144,527 $145,712 $168,600 XF Value $12,134 $12,134 $15,572 Market Value $333,855 $277,416 $336,876 Assessed Value $228,914 $225,532 $2211763 Benefits Information Benefit Type 2014 2013 2012 Save Our Homes Assessment $104,941 $51,884 $115,113 Cap Reduction $171,763 School Board Exemption Value Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead $50,000 Taxable Value $178,914 $175,532 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 32 52 42 RIVER BAY PARK ADDN PB 40-72 LOT 20 BLK 4 LOT SIZE 75.000 X 118 OR 18051-0909 0398 1 Generated On : 3/20/2015 Taxable Value Information Previous 2014 2013 2012 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $178,914 $175,532 $171,763 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $203,914 $200,532 $196,763 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $178,914 $175,532 $171,763 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $178,914 $175,532 $171,763 Sales Information Previous Price OR Book - Description Sale PageQualification 2008 and prior year sales; Qual by 03/01/1998 $205,000 18051-0909 exam of deed 2008 and prior year sales; Qual by 12/01/1978 $116,000 10245-0851 exam of deed 2008 and prior year sales; Qual by 12/01/1977 $87,000 09874-1967 exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer. asp Version: http://www.miamidade.gov/propertysearch/ 3/20/2015 I A Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Product Approval Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: – Ild' /GP2: " r// 2' P3: –106, Maximum Design Pressure Product Approval Specific System:' Method of Tile Attachment: Steep Sloped System Description Deck Type: . . .... ...... ...... .... ...... Ve 00 S/Y --7'! -fiZZIJ .... Roof Slope: Type Underlayment: 12 Insulation: a' Ridge Ventilate Z/n— Barrier: Fastener Type & Spacing: ,, 1 // /C �; �" h d� � Mean Roof Height: 02' z I Type: of Q - -1_ _ � Lill _ �� ;�•�? ��� 00 Barrier: Fastener Type & Spacing: ,, 1 // /C �; �" h d� � Mean Roof Height: 02' z I Type: of Q - -1_ _ � Lill _ �� ;�•�? ��� Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compare the values for Mr with the values from M,. If the MrValuesare greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment B sed Tile Calculations Per RAS 127" ( 1. Mr, Product Approval M, (P2 �x X2, J� — Mg: ,LOD = Mr2/� Product Approval Mf (P3:^�l�x A1M9: af,J.-= M,�G�Product Approval Mf�%% Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mf Re uired Moment Resistance* Mean Roof Height --► Roof Slope 15' 20' 25' 30' 40- 2:12 34.4 36.5 38.2 0000 39.7 4202909 • 3:12 32.2 34.4 36.0 37.4• 39.Q... 4:12 30.4 32.2 33.8 35.3::,-*,*: M 5:12 28.4 30.1 31.6 32.8• • • • 349.. 6:12 26.4 28.0 29.4 30.5* " 32'.4. - 7:12 24.4 25.9 27.1 .. 28,0,,-..• 0000.. 0 *Must be used in conjunction with a list of moment based tile systems endorsed by the: • Broward County Board of Rules and Appeals. ; • • • • • For Uplift based tile systems use Method 3. Compare the values for F' with the valuel for; Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P,: x 1: = x w:= _ ) — W: x cos 0: - = F,, Product Approval F' (P2: x 1: = x w:= _) — W: x cos 0: - = Fr2 Product Approval F (P3: x 1: = x w:= ) — W: x cos 0: - -- Ft3 Product Approval F 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. 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 B Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity M, Product Approval Attachment Resistance M, Product Ap roval Required Moment Resistance Mr Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions I - length w = width Product Approval All calculations must be submitted to the Building Official at the time of permit application. 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.1-3.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. ;�1. Aesthetics -Workmanship: The workmanship provisions of Section R4402 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system.) 3. 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 work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the rootdecking can be viewed from below. The owner may wish to maintain the architectural appeajange„there{oreo roofing •0000. nail penetrations of the underside of the decking may not be acceptable. This provides ft option of maMtainingso • this appearance. • • • � � � 0000 0000.. • 0000 0000.. 5. Ponding Water: The current roof system and/or deck of the buildingpeq*ynot drain wbil and* 0.•00�' may cause water to pond '(accumulate) in low-lying areas of the roof. Ponding�pp an irag1tion of���0�. structural distress and may require the review of a professional structural engineer. %Vding i1�ysnorten• •::: • the life expectancy and performance of the new roofing system. Ponding cond6orts. may not be, evident 0 • until the original roofing system is removed. Ponding conditions should be correcteda % 0 0 0000;. ..000. �6. Overflow scuppers (wall outlets): It is required that rainwater flow off•so that twrgahis no;0000: overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block thittlisCharge 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. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural 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. Exception: Attic spaces, de igned by a Florida licensed engineer or registered architect to eliminate the attic veolif - a�entinq Mall not be f6auired. Owne7 s/Agf ntf SignatGre /25'17V ;;"7 E, Z `sT Property Address 6clo& l D to Contractor's Ylgnature Permit Number MIAMI -DUDE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Boral'Roofing, LLC 7575'Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modifyor suspend the use of such product or material within their jurisdiction. RER reserves the righCto Le'vpke thi' eteeeptanc#,• * e * * if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet"e • requirements of the applicable building code. ...... This product is approved as described herein, and has been designed to comply with the Flo*i*,1*,. ilding Cod including the High Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION:`Sax-' n 900 Concrete Roof Tile • • • • • • • •.... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city state a:d"flowing. • 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 No. 12-0222.03 and consists of pages l through 10. The submitted documentation was reviewed by Alex Tigera. NOA No.: 13'—'0723.OM� Expiration Date 04 2/ 6/17 Approval Date: 09/26/13 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Saxony 900 -Slate 1= 17" w = 13" thickness = 1-5/32" Saxony 900 -Split Shake Saxony 900 -Shake Trim Pieces 1= 17" w = 13" thickness = 1-9/32" Test Product Specifications Description TAS 112 0000 Flat profile, interlocking, high�rre siure *000:* • extruded concrehrOof;'tile equippg4 with two nail holes. Fepdir+ect dec14 4 battened • 0000. Length: varies • nail -on, mortar se 4vdhesive sot 0 . Width: varies •0000. applications. 0000 of** • TAS 112 • • 0000 0000 0000. Flat profile, inter"ug, higlkpre, sure • • •; • • extruded concrela roo{tile egyoe$ with...•.• two nail holes. f'b :M:ect deck or battened 0' nail -on, mortar get or ldhesile Sgt • • • • • • • applications. Tee surface aNfailable in 4 ;...,; different configurations: 1. Complete tile brushed • • 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush 1= 17" TAS 112 Flat profile, interlocking, high-pressure w = 13" extruded concrete roof tile equipped with thickness = 1-9/32" two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Length: varies TAS -112 Accessory trim, boosted Barcelona, concrete Width: varies roof pieces for use at hips, rakes, ridges and varying thickness valley terminations manufactured for each tile profile. NONo.: 13-0723.05 MIAMI•DAD; COUNTY Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 2 of 10 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL, 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Redland Technologies 7161-03 Atlanta Testing & Appendix III The Center for Applied 94-084 Engineering, Inc. R3.894 The Center for Applied 94-060A Engineering, Inc. 520111-4 The Center for Applied 25-7183-6 Engineering, Inc. The Center for Applied 25-7183-5 Engineering, Inc. The Center for Applied 25-7214-1 Engineering, Inc. The Center for Applied 25-7214-5 Engineering, Inc. Redland Technologies 7161-03 Appendix II Redland Technologies Letter Dated Aug. 1, 1994 Redland Technologies P0631-01 Redland Technologies P0402 The Center for Applied Project No. 307025 Engineering, Inc. Test #MDC -77 Atlanta Testing & R1.894 Engineering, Inc. R2.894 R3.894 Celotex Corporation 520109-1 Testing Service 520111-4 Celotex Corporation 520191-1 Testing Service Test Name/Report Static Uplift Testing TAS 102 & TAS 102(A) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain TAS 100 Physical Properties TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Date Dec. 1991 May 1994 March, 1994 Feb. 1995 Feb. 1995 •••• • 0*0 •••• •• • •••• 000.. 0 . .. 0 :.. March000 , 1995 0000 0000 0000 0000 0000•• 0000 March;'1995 0000.. 0000•. •• Dec.•1.19Z 0000.• • • 0000.. .••••. ••••W ••••• .0000. 0000•• 0000•• Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 3 of 10 W Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4 & 5 25-7848-6 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers January 2007 Walker Engineering, Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering, Inc. Evaluation Calculations Restoring Moments Due to February 2007 Gravity Nutting Engineers 130 TAS 112 January 2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. .... 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standirds list8Q•0;0 section 4.1 herein. • • • ; • Y Y •. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to W 188f slope unless state • • Y Y otherwise by the underlayment material manufacturers published literature. 000000 • • • • • • . 3.6 This acceptance is for wood deck applications. .... .... . Minimum deck requirements AWZ;e in cd%pWce wiila. • • the applicable Building Code. ...... . • • • • • • • • .. .. .. . ...... YY • • YYY • • NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 4 of 10 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (lbf) Length -I (ft) Width -w (ft) Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - X (ft) Tile A, (ft) A. (ft) Profile Batten Application Direct Deck Application MonierLifetile Saxony 900 0.289 \0.313 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" or Profile •4'+:47" •greater •" Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens. Rirgct BAt$ps Direct. 900 Deck Deck Deck Deck 0 Deo Slate, 7.16 8.12 7.08 f8:03 6.97 7.91 6.82 7.74 6.65 ..7.55 6.46. 7.3 Shake & Split •••••• •••• • Shake NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 5 of 10 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake & Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 Pol foam Product, Inc. Average weight per att 8 rams. 1 48 Screw 30.8 30.8 18.2 2 48 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails (Eave Cli 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems .... Tile 40 Tile Tile Application MiNNum Aft.K ment Profile 118.9 .'.• •�...�esisjgVpe•� ... MonierLifetile Saxony 900 Adhesive • • • • • • 31.3 ' ' Slate, Shake & Split Shake 5. Tile-Tite Roof Tile Mortar • • • • • • • • 0 • 1 See manufactures component approval for installation requirements. "" 2 Dow Chemical TileBond Average weight per patty 13.9 grams. • • • • • • 0.0 0 Pol foam Product, Inc. Average weight per att 8 rams. • o • • .. .. .. . ... 0 0 0 0 0. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibt) • • • • • • 0 . . ... for Single Patty Adhesive Set Systems• Tile Profile Tile Tile Application Minimum AttcichMent Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Application Pol foam Pol Pro TM 118.9 Pol foam Pol Pro TM C40:.4!2 3 Large paddy placement of 45 grams of Pol Pro TM 4,Medium- aaa97placement•of-24- rams•of•Pol ProTmi 5. Tile-Tite Roof Tile Mortar Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Tile Minimum Attachment Profile Application Resistance MonierLifetile Saxony 900 Mortar Set 43.9 Slate, Shake & Split Shake 5. Tile-Tite Roof Tile Mortar NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 6 of 10 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR SAXONY 900 TILES (LAKE WALES FL PLANT LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. 0006 MIAMI•DADE COUNNOA No.: 13-0723.05 TY �VNNIIIYJVI Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 7 of 10 . . 0000 0000.. .. 0000 0000.. 0000 0000.. 0000.. 0000.. 0000 0000 . . 0000 0000 0000. 0000.. 0000 0000. .. .. .. . 0000.. 0000.. • . . . 6 666 6 6 0000 0000.. 6. 6 . 0000..00 00 0 MIAMI•DADE COUNNOA No.: 13-0723.05 TY �VNNIIIYJVI Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 7 of 10 NAIL HOLES G PROFILE DRAWINGS 0000 UNDERLOCK SAXONY 900 - SLATE 5/32 " (Slate) COVERLOCK 0000 0000 0000 0000.. . ... 00 0 0000.. . 0000.. .0000. 0000. . 0000. .006.0 . . • 0000 . .0000. . NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 8 of 10 NAIL HOLES 1-9/32 " (Shake) NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 9 of 10 . . .... ...... Note: Available Top Surface Finishes 5. Complete tile brushed ...... .... ...... 6. Right half brushed (shown in drawing) 7. Left half brushed .... .... ..... 8. No brush ...... .... ..... .. .. .. . ...... SAXONY 900 SPLIT SHAKE • •""' - NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 9 of 10 NAIL HOLES SAXONY 900- SHAKE END OF THIS ACCEPTANCE 1-9/32 " (Shake) NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 10 of 10 MIAMI-DADE COUNTY elllmllhh 1�11� PRODUCT CONTROL SECTION ® 11805 S W 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.eoy/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. • 9 0 0 0 • • • • • • • .. 0000 0000.. 0000 •99990 CDESCRTPTION: 3MTM 2 -Component Foam.Roof Tile Adhesive AH460 0000.. _ RIP--- - 0000.. 0000 0000 . . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logv,•City, state afld•followiht: statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.' •:0 •: 9 • •:' 9 *0000 •• 99 90 0 0090.0 RENEWAL of this NOA shall be considered after a renewal application has been filed aMt*f r*e has beengo changp.„• in the applicable building code negatively affecting the performance of this product. • 9.9.9 . . 999999 TERMINATION of this NOA will occur after the expiration date or if there has been a revision or ekan;e 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 13-0502.02 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: i4-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using 2 -Component Foam Roof Tile Adhesive AH -160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2 -Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH -160 Foam Dispenser N/A Dispensing Equipment RTF1000 Property Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ftz Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40' F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 14-0805.01 MIAMI•DADE COUNTY .. , Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 2 of 11 ProPack® 30 & 100 N/A Dispensing Equipment • • • • + • • • • ; • PRODUCTS MANUFACTURED BY OTHERS: • • • • • ; • ; Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current MQ&y,1iich llfi giytgChment.... • resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof tile 4dltesi-ce• .... ..:.. + + .. .. .. . ...... MANUFACTURING LOCATION: • • • • • • ' • . . . . ...... 1. Tomball, TX. ...... . PHYSICAL PROPERTIES: ' Property Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ftz Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40' F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 14-0805.01 MIAMI•DADE COUNTY .. , Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 2 of 11 a EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier Test Name/Report Date #94-060 TAS 101 04/08/94 257818-1 PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 NB -589-631 ASTM D 1623 02/01/94 9637-92 ASTM E 108 04/30/93 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 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 528454-2-1 TAS 101 •..' 1;** 98 .' 528454-9-1 ...... .... • ...... 528454-10-1 •••:•• 0• 520109-1 TAS 101 1212'8'/$8 • 520109-2 �••••� • • • • • ` • • ";". " " " " " �'•'• 520109-3 520109-6 •• •••• • •••••• 520109-7 •00:0: 00 . . . . ...... 520191-1 TAS 101 ©3/t1'2'/99 ' ' '0 '•'•" 520109-2-1 099 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3W 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 3 of 11 INSTALLATION: 1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 maybe used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160. 2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF 1000 or ProPack® 30 & 100 dispensing equipment only. •••• 7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently 1p sunlig)lt••.' ...... 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minut&-a*ft;r 3MTM Z"' •, Component Foam Roof Tile Adhesive AH -160 has been dispensed. •"•" 9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty"sight shall.ha.in :•�•�: accordance with the 'Placement Details' herein. Each generic tile profile requires the spa ifxc placem@xbnoted ••••• herein. ...... .... ..... .. .. .. . ...... . . . . ...... NOA No.: 14-0805.01 MIAMI•DAD; COUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Dade County Product Control Seal as shown below. • • • • • • 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 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•tke Miami - Dade County Product Control Seal as shown below. • • • • • • • MIAMI•DADE • ..COUNTY •••••• •••• .f � • •••••• • BUILDING PERMIT REQUIREMENTS: .... .... ..... • As required by the Building Oficial or applicable building code in order to properly evaluat;.th•ij•tstalla1KQp•of this • • • • • ...... system. • . . . . •••••• NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 flag through plastic c4evat PaddyIBanaathTa&) tWi Am required?" 1 CiaeMiris aplianal _.- �� EawCoun•., � t `4 �1 `Y`� y r/ .fascia Er.. CI•■ung 1_ I Nall tlhrovgh ptastsc cement lwhen required) 1 Paddy iavnrwth W101 t 21n.wida '-A 0aLterrsoptial Closure r`��' Eave tours• ,� _! �— Fascia Nithaougl�plaiAc ne ti (rtfian r•quAnvlF r P+eid)i (BrnRrtief► f11aF 1AndrRi•ytnOnC � yo ,,; " `'�.. 2In.w4da > .` • �� Battens ,r '�-msµ.,. ''� `- �•. � q,*�,. y, 4'.y� -'•..,tom^,.,'- //`- r+ i �.+"` Y Earns Course � �'°� 1` 'f r� � T/" Fascu '. =`�= 1 *.mac weepihate ;n. Jr`F / \ EaYe(IOsuR7r +,_ I► brlpcdge 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 the being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) —23(148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the Overlock of the tile being set. 2. Continue in same manner. Insure apphlxi%ately 17 (109.7 cm2) — 23 (1484cm;jiquare iTith adheskV contact with the underside of fhe tile. : • • • •. 0.0.00 •0••0*0000 0000•• • 0000•• 0000 0000 • • 0000 0000 0000• • • • • • • **:a* • • • • • • • • • • • • • • • • • • • • • • High Profile / Single Pan Ttlt; •; •, • • • • 0000•• 0000•• 1. Starting at the eave course,al ly a minimum 2" : • • • •: (50.8 mm) x 10" (254 in x 1" (254rmn3 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.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 bili{ [hMUgh ptawic Lament paddy OrntwhTr7#j (whenraqufmc!) O lye ��1 �•. I� ., A� z m. Bat" optional �' F a `.,,�� -••'-. s Eamcoursa r.FT . yyc 7 G Fastta in Ap, @wotlowra-_ �-:�a�• _r•_� Mail through plastic mmem twhen requiredl iden•athilley Undarlaymrns 7 in. tattervs optronat �'^•-. Al !o#`'•�` in. �r F..«. MIAMI•DADE COUNTY �Fj...a 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 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 strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm) - 12(77.4 cm) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile '1. Starting at the eave course, apply a mini"ujV 2" (50.8 mm) x 10" (254 mm) x 1 ",(25.4 mm) fea"glddy *00000 onto the underlayment posStiO4 as shown wader the pan portion of the tile closesimo•tthe ovocJak of the ....:. tile being set. Insure approwim6ely 17 (109.7 cm) •• 23 (148.4 cm2) square inc4MheSive cojAact'With the • underside of the tile. "" "" ""' ...... .... ..... 2. At the second course, apply�q lqipimum 2"•(5 ft * • • x 7" (177.8 mm) x 1" (25.} mfn),foam paddy onto tbgaa,a underlayment positioned as shoavn undt? ?IV pian portion of the tile closest to.tiqe averlockaoi the tile : • • •': being set. • • • 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Wall W ian raqulrady through pGistk ceq�errt� l prd&F 11R. h rI`) {wiirj/ \ 21n. Fascia 10 in. 2 M. /� ti E+me closure �j Oripadg6 High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 14-0805.01 MIAMI -DAD; COUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 8 of 11 . . .... ...... ...... .... ...... 00 0000 0006 00000 00.60. 0006 60006 .. .. 00 0 0 0 0 6 6 0 ...... . 0 0 . . . . . 0 0 6 0 . .0000. 6 0 00. 00 0 0 000 6 NOA No.: 14-0805.01 MIAMI -DAD; COUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 mail through plastic cement Paddy (between tiles) (when requ(redi Battensoptional ° Paddy (under tile) +ti Single paddy t on tap of tie 4 x 4 in. �. s" le padsinglepaddy a under til on underlayme It x 41.. - r to in. `*moi in. Feria Eave closure Flattlow Profile Tile NaB through plastic oernera Single paddy under We (when required) Paddy (between tiles) Battens Paddy (under tiles Gnat IF ��$antGP�eoftile 2x4in:�w�"�, I singlepaddyan underlayment ILI to in. �`�� ' tin. Eave Closure Eave Course Fascia Medium ProfileTile 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" (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 int (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 int (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) • • • • • • •••• •••••• • • • • •••••• •••• •••••• • •••• •••• • • •••• •••• ••••• •••••• •••• ••••• •• •• •• • •••••• • • • • • •••••• NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 9 of 11 I A ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nail through plastic Single paddy under tile (when required) Paddy lbetween tiles) Battens optional Paddy [undw tilel on U=YM •••••• 4x4in. .. • give 2x4in • paddy ion ll top of trle .•..•• ...• •9090• Eave Course Fasda Weephole loin. 2 in. Eave closure Drip edge High ProflleTlle 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x'/4" (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 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) -9(58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 14-0805.01 MIAMI -DAD; COUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 10 of 11 • . •••• •••••• .. • • • • • • .•..•• ...• •9090• • 00.00• • 0000•• •... ••.. • . 00.00• 041.0 ••••• .. .• •• • 0.000. 0000•• • • • . • . • 00000 0000•. .• • . 000 • 0 0 0 NOA No.: 14-0805.01 MIAMI -DAD; COUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 10 of 11 Y 1) Place enough adhesive to achieve 65 to 70 In contact with the pan tile. 2) Turn covers upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to/' 25 sq.in.contact area. Eave closure (motar shown) Fascia ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep pitch applications (when required) Remove top portion of the eave course cover cite. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile 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 cm2) square inch adhesive contact with the underside of the pan tile. Turn covers upside down exposing the underside of the tile. Apply a minimum l" (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. 0000 Turn cover tile over alter iaam is a13 Ud and """ place onto pan tile course. Insure a noi*hMnum of • 20 (129 cm2) - 25 (16.1, ;V1 ) square inch :**a*: contact area on each s*.of the covj4 jUe to the • •. •; pan tile. Continue in 9a1w.ri'ianne?.Ta 0away..... any cured exposed foam adkesive. Porting of..:. •' longitudinal edges of thetover tiles are • • • • • • considered optional. ,'•;•; • 0 • . . 0000.. 0000.. When additional nailtr».4 isi equiredi 2�'�(�50.8 • •.. mm) x 4" (101.6 mm) nailers or tl%Ve lire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 11 of 11 MIAMI•DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Boral-Roofing LLC 7575Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: 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.miamidade.gov/economy 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:.BORAL TileSeal • • • • • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logos * l*ty� tate anYfollowing' • 0 • 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 tko"has bean #10 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 -i; -the • • • • • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an end%4(?m:nt of apy jVpduct„ • • • •; for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply vAWn; 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#12-1219.01 and consists of pages 1 through 4. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13� 111—3o5 Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description BORAL TileSeal 36" x 36' rolls TAS 103 SBS self -adhering asphalt sheet material with a 36" x 72' rolls ASTM D 1970 white glass re -enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. MANUFACTURING LOCATION: 1. Brentwood, NH EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Underwriters Laboratories, Inc. R14610 Follow up Service 03/28/02 IRT-Arcon, Inc. 02-012 TAS 103 02/28/02 •• •... PRI Asphalt Technologies, Inc. NEI -006-02-01 TAS 103 .. 4401 /02... PRI Asphalt Technologies, Inc. NEI -008-02-01 TAS 114 (H) 0'7•/30/02 PRI Construction Materials NEI -045-02-01 ASTM D 4798 & ASTM C•r•1.5 • • 48/08/07• • Technologies, LLC. NEI -053-02-01 ASTM D 4798 & ASTM Q'?". .-."!V01/08' • NEI -076-02-01 TAS 103 / ASTM D4798`"` ""ill/14/11" NEI -034-02-02 ASTM D 1970 • *' U1-/29/13 .. .. .. . ...... . . . . ...... 9.0 . NOA No.: 13-1113.05 Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood, non -insulated Deck Description: 15/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" head lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3" head lap and minimum 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 roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. Note: When used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 6" o.c. at the side laps. No nails or tin caps shall be exposed. Surfacing: Approved for Approved Adhesive Set Roof Tile Systems, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. • • • • • ••••% NOA No.: 13-1113.05 Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. 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. a, e. 11. When applying the membrane in the valley, start at the low point and work to the high:poipt,•rollingthe membrme •: • from the center outward in both directions. For ridge applications, center the membraills an*d roll frddl he center % outward in both directions. 0000.. 0000 0000.. 0000.. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface*givng special attentioitf(T overlap areas. '0000' 00.60' ease. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembi;Wrent VAT(Vct ConH;0.0 Notice of Acceptance and applicable Building Code. .a .. .. 0006:. 0000.. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. Thislarget piece challbe prescvde: in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL•TileSe;r underlaynwnt.e: shall be applied over the underlayment, and sealed using an SBS modified mastic. •• • ••• • 6 a 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Lode and Rule 61 G20-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below END OF THIS ACCEPTANCE NOA No.: 13-1113.05 Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 4 of 4