Loading...
RF-18-1844 (2)tit Miami Shores Village `g�aORE$ 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 �ORtDA Phone: (305)795-2204 Permit NO. RF 7-18-18" Permit Type: Roof il, Work Classification. Tile Permit Status: APPROVED Issue Date: 711012018Expiration: 01/06/2019 Project Address Parcel Number Applicant 1119 NE 99 Street 1132050180050 Miami Shores, FL 33138- Block: Lot: SUSAN ACKLEY Owner Information Address Phone Cell SUSAN ACKLEY 1119 NE 99 Street (305)759-2425 MIAMI SHORES FL 33138-2640 Contractor(s) Phone Cell Phone ISAACS ROOFING & INSULATION COI (305)234-5234 (786)277-9756 of Work: Re Roof ional Info: RE -ROOF TILE TO TILE sification: Residential ning: 3 Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $14.40 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $4.80 Permit Fee - New Roof $300.00 Scanning Fee $9.00 Technology Fee $19.20 Total: $854.90 Valuation: $ 24,000.00 Total Sq Feet: 2300 Pay Date Pay Type Amt Paid Amt Due Invoice # RF-7-18-68169 07/10/2018 Check #: 13052 $ 854.90 $ 0.00 Bond #: 3822 Hvanaoie inspections: Inspection Type: Up Lift Report Tin Cap Final Roof 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 information is accurate and that all work will be done in compliance with all applicable laws regulating construction and;oping. Futhermpri?, I authorize the above -named contractor to do the work stated. July 10, 2018 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy 1 Miami Shores Village RECE/VED Building Department JUC 10 1018�y 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 k, Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC E/ROOFING FBC 20t_' Master Permit No. " -l6`A Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 11 i q I) E !34- City: Miami Shores County: Miami Dade zip: Folio/Parcel#: 1 1-3 'IY4S " Q % $ — rie 5 d Is the Building Historically Designated: Yes NO ✓ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): T-) Phone#: 343 5.1'5 9 1$ 1 c7- Address: I11Q s. F, 'iq S+ City: " J<Ly" % 5 k, C-C.e S State: Zip: 3 3131 Tenant/Lessee Name: Email: CONTRACTOR: Company Name: Address: 5. 1 City: w l v"s Qualifier Name: State Certification or Registration #: t 3 a J5 S 5 C. Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Zip: 33161 Address: City: State: Zip: Value of Work for this Permit: $ ay, O a0 Square/Linear Footage of Work: a-3 QO Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: R e — Che'( �� e � 4;\1r, Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ DBPR $ CO/CC $ _ Notary $. Double Fee $ _ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) 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. Signature OWNER or AG NT The foregoing instrument was acknowledged before me this 3 day of 20 VC by 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 3Y�'day of � LAW 020 NV by 0ft4m..n who is personally known to me or who has produced identification NOTARYP.UB :_�•^ Sign: Sign:_ Print: Print: Seal: ; •^,a �'p:'6.., JENNIFER FADUL Seal: NotaN P6bIIC — State o` Florida ' Corrmissior t GG 171862 My Comm. Expires Jar 2.2022 APPROVED BY as Notary P01ir - State o: Fonda Comrrissior : GG 171662 My Comm. Expires Jar 2.2022 soncea vwar. %a:ara �`ary Assn. **************************************************************** Plans Examiner Zoning (Revised02/24/2014) Structural Review 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 10050 NE 2nd Ave Miami Shores, A 33138 Re: Owner's Property Roofing Permit Number: Date: Dear Building Official: certify that I am not required to retrofit the roof to wall connections of my build/irw because: NiXhe just valuation for the structure for of ad valorem taxation is less than purpose $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) Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this _� day of �uak Notary Public, Sate of Florida at Large JENNIFER FADUL „- Notary Public — State of Florida Commission # GG 171862 My Comm. Expires Jar 2. 2022 Bonaed troagn NaJona Nc:ary Assn. When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitgation. Revised on 5/21/2009 Property Search Application - Miami -Dade County Page 1 of 1 APPRAISER F TH E PROP ERTY Summary Report Property Information Folio: 11-3205-018-0050 Property Address: 1119 NE 99 ST Miami Shores, FL 33138-2640 Owner SUSAN D ACKLEY Mailing Address 1119 NE 99 ST MIAMI SHORES, FL 33138-2640 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,788 Sq.Ft Lot Size 8,925 Sq.Ft Year Built 1947 Assessment Information Year 2018 2017 2016 Land Value $321,020 $321,020 $299,280 Building Value $134,934 $125,252 $125,285 XF Value $1,478 $1,497 $1,517 Market Value $457,432 $447,769 $426,082 Assessed Value $261,963 $256,575 $251,298 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment $195,469 $191,194 $174,784 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description REV PL MIAMI SHORES SEC 8 PB 43-69 LOT 16 BLK 178 LOT SIZE 75.000 X 119 OR 18810-4231 09 1999 1 Generated On : 7/2/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $211,963 $206,575 $201,298 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $236,963 $231,575 $226,298 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $211,963 $206,575 $201,298 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Valu 1 $211,963 $206,575 $201,298 Sales Information Previous Sale Price OR Book -Page Qualification Description 09/01/1999 $169,000 18810-4231 Sales which are qualified 06/01/1990 $115,000 14578-2759 Sales which are qualified 08/01/1985 $102,000 12623-2059 Sales which are qualified 01/01/1985 1 $50,000 12397-2475 1 Sales which are qualified 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:/twww.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ %/2/2018 SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2• nailing wood decks: When replacing roofing, the existing wood roof deck may have to e renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4• Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking c4neiewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. s• low scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if 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. Owner/Agents Signature Date ��/ 9 /ice qeg sr - Property Address Revised on 7/9/2009 LD;07/01/2015; Contractor Signature Date Permit Number Section A/B f.: MIAMFQADE "Delivering Excellence Every Day" Miami -Dade County Building & Neighborhood Compliance Department HVHZ Electronic Roof Permit Form Section A (General Information) Master Permit No: Process No: Contractor's Name: Isaacs Roofing Job Address: 11119 NE 99 St Roof Category ❑ Low Slope ❑ Mechanically Fastened Tile ® Mortar/Adhesike Set TiIQ.... ❑ Asphaltic Shingles ❑ Metal Panel/Shingles d. Wood Shingleckhakee...:. ...... 0 0 . ❑ Sprayed Polyurethane Foam ❑ Other: .... .... . ..... Roof Type •••••• •••• ••••• .. .. .... ...... ❑ New Roof ❑✓ Re -Roofing ❑ Recovering ❑ Repair ❑ Maintengnej% •, . . . . ...... Are there Gas Vent Stacks located on the roof? El Yes R1 No If yes, what type? A Natufal © LPGX• • Roof System Information ' Low slope roof area ft') 0 Steep Sloped area (ft.') P300 Total (ft.-) 2300 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): 3' Corner Size (a' x a'): kfit I'- LU n. c LL W Q CE Fog] m U J L C z 1 U J 0 � O'> (7 C U a IQ ° CO co 35' RECEIVED JUL 10 l078 Q441 30' I Tile Roof System 7 MIAMMUX Miami -Dade County Building & Neighborhood Compliance Department EMHVHZ Electronic Roof Permit Form Section D Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer: I Boral Notice of Acceptance Number (NOA): 16-0711.05 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1: 39.1 P2: 68.1 P3: 100.7 •••• Maximum Design Wind Pressures, (From the NOA Specific system): 40.4 psf • • • • • Fill in the specific roof assembly components. If a component is not required, insert not applicableMlajin the•t1 kt b • • .. • • • • Deck Type: --5/8" PlywpQd-r • • Roof Slope: "/12" Roof Mean Height: 20 ft. Method of Tile Attachment: --Adhesive, 2 Small Paddy Polyfoam Polypro-- Alternate Method of Tile Attachment per NOA: n/a Drip Edge Size & Gauge: --3" face 24 ga.-- Drip Edge Material Type: I --Galvinized Metal-- .... Optional Insulation: .. .... • ..... ..... n/a • .*Go:* :000• • : • • • • Optional Nailable Substrata .. . n/a ' • • Optional Nailable Substrate Attachment: n/a Basesheet Type: 30# Fastener Type for Basesheet Attachment: 1 1/4" Ring shank nail & Tin caps Tile Underlayment (Cap Sheet ) Type: Polyglass Tile Underlayment Attachment Method: Self adhered Drip Edge Fastener Type: 1 1/4" Ring shank nail Tile Profile: Saxony 900 Hook Strip/Cleat gauge or weight: I --n/a- Section E . �. COUNTY "Delivering Excellence Every Day" Miami -Dade County Building & Neighborhood Compliance Department HVHZ Electronic Roof Permit Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P 1: 39.1 X X .315 = 12.32 - Mg: 7.62 = Mr1: 4.70 < 31.3 NOA Mf .... P 2: 68.1 X X .315 = 21.45 - Mg: 7.62 = Mr2; 13.83 < 0000000 00000 • P 3: 100.7 X a. .315 = 31.72 - Mg: 7.62 = Mr3: 24.10 < 31.3 •pm IVY • .... . . . . . . ..... . Method 3 "Uplift Based Tile Calculations Per RAS 127" "" ' ""' ...... .... ..... .. .. .... 000000 Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are gregtgr tbarq or equal to the Fr values, I& sac rea of the roof, then the the attachment method is acceptable. • • • • • P1:®X=®Xw:®=®-W:®=® XCos 0:®=Frl:�<_ '. rV AF' P2:®XI:=®Xw:®=®-W:®=® XCos 0:F7=Fr2:�<_®NOA F' P3:®XI:®= Xw:®= -W:®=® XCos 0:a=Fr3:�<_®NOA F' to Obtain Information to complete tile calculations Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 S 127, or by an engineer analysis prepared, signed and sealed by a professional engineer b d on ASCE 7. Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier X Product Approval (NOA) Restoring Moment due to Gravity Mg NP4,oduct Approval (NOA) Attachment Resistance Mf Produ proval (NOA) Required Moment Resistance Mr Calcu ed Minimum Attachment Resistance F' Product Approval A) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions I =length w =width Product Approval (NOA) N CO;Jti7'r , . 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.aov/economy ICP Adhesives and Sealants, Inc. 12505 NW 44'h Street Coral Springs, FL. 33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constructioq tnStoals. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Prodyet.Control'SMtion WIM • ; • used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction CAHJ) 0 6 ' . ..... .. 000000 This NOA shall not be valid after the expiration date stated below. The Miami -Dade County'Product Control Secthq (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve Olefight to haYcALs product . or material tested for quality assurance purposes. If this product or material fails to perform IN the accepted manner,194". manufacturer will incur the expense of such testing and the AHJ may immediately revoke modit'y or suspend the use 0*0*00 of such product or material within their jurisdiction. RER reserves the right to revoke. 4b� acceptapce, if it is.* determined by Miami -Dade County Product Control Section that this product or material. fails to jneet the requireme44.;. of the applicable building code. :""' . 00*900 This product is approved as described herein, and has been designed to comply with Me Florida.Milting Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ICP Adhesives Polysee 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 renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as describe( 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 the systems using ICP Adhesives Polyset® AH-160. so** PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications ICP Adhesives N/A TAS 101 Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: . . Productyescrintion Two component paiyptet�iane fcMr4dhesi%4 • • 00 Dispensing Equipmebt • Dispensing Equipment' ' Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft.' 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./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ 400 F., 2 weeks +6.0% Volume Change @I58°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.: 17-0322.03 LWM1DECOUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Aaencv Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94-060 257818-IPA 25-7438-3 25-7438-4 25-7438-7 25-7492 PLU-S1 001311 9637-92 01-6743-011 01-6739-062b[l] 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Reyort TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 YY ASTM E 108 • • •; •' YYYYYY ASTM E 108 .' • •' . ASTM E 84 • • TAS 114 ...... ASTM D 1623 TAS 101 TAS 123 ••• • • • TAS 101 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11 /02/95 12/12/95 02AV94 ..YY 04/3(T/93 i i i �G1 94 bj/16/95 03/W/96 04/19✓12 WN112 10/23/98 12/28/98 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® 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 ICP Adhesives Polyset® 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 61 G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset® 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 ICP Adhesives Polyset® 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. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance1?&Wet. ...... 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensleICP. Adhssi..ve..sand .' Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicatoj&"the autho;4 having • • • jurisdiction. ***:Go • 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is'Q;q td beet&-8pplicati(k • • • • of any adhesive. The mix ratio between the "A" component and the "B" component s}WLbr. mainWvcd betweQ4;..' 1.0-1.15 (A): 1.0 (B). 0 • .. .. .... ...... 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispens*9176�1'�1000 or ICP • Adhesives ProPack® 30 & 100 dispensing equipment only. : ... • • . ...... 7. ICP Adhesives Polyset® 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 ICP Adhesives Polyset® AH-160 has been dispensed. 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 17-0322.03 MIAMFDADE =UK" Expiration Date: 05/10/22 Approval Date: 04/27/17 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 vv %4 grarpg �jlpr pan- ..... ...... .... ..... .. .. .... ...... LABELING: • • • All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of tie..:. "' • • • manufacturer's name or logo and following statement: "Miami -Dade County Product Controt Apprpved" or the Miami~..... .. . . . Dade County Product Control Seal as shown below. • BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 Nall um."kdas eemant 21Rw1Ae ADHESIVE PLACEMENT DETAIL # 1 FrddplaeneetbTiell rMa clasaee Famb NeA Ib4Dllq�1 pUlAl< hs!►en n4urredl hAdY M"WbT11a1 e 101a. M 2 An. WWO Battens uPAlenal e ..:< Fasda Weephole 101ie M. Eandoawe OApoar 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 Pm Tjbe ' . ; • • • • ; • 1. Starting at the eave couge,-apply a minimum 2 (50.8 mm) x 10" (254 mn?)'x 1" (25.4 -rim'mS foam 09000 paddy onto the underlayi4ffeN j:$sitiou& as Shown- • • • • under the pan portion o0the Isle closest td the ..... • overlock of the tile being set• • 2. Continue in same manner. jAs*e apprDxhpately L9 • • • (109.7 cm2) — 23 (148.4 cm2) square tur.N 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.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 W tdmW§h P1"C Cement hrhen eewbed) In. s.aM eptiond ADHESIVE PLACEMENT DETAIL # 2 EeweCFswn► F"do 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 ofthe tile being set. • • • • ...... 3. Continue in same manner. h si lS lipproximatti 10" • • • • • • (64.5 cm2) - 12 (77.4 cm2) square inch adhesive :....: ..0 contact with the underside of Ihq tile. • • • • • • ...... .... ..... ... .... ...... Medium Profile / Double Pairnile• l . Starting at the eave course:apply a minhnum 2" (50A • mm) x 10" (254 mm) x 1" (25.4 ihm) fQ M.didy • • 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 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.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) KW dhM§% 0kU* a *h•arMF1N j P44*090n4004T1110 7,21a ea�e.ns apeiae.l . tor.,zw � Oe! 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 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 Dan portion of the tile closest to -the Overlock' of the tile ... • • • being set. • • 0 • • • •60 3. Continue in same manner. hTs'lit8'approximately 17 • • • • (109.7 cm2) - 19 (122.6 cmi)• square inc8 adl>>rsive • contact with the underside o.0•00• �h � pile. • • • • • • • � • • • .. .. • • • • ... 0 • . f • • • • • • • • • • • • • • • • • • • • • • • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 mtluoup oemem Raddy amurm� MOO wfte�s opdwaa ' 1 f�addppoiderdkl can aft 4 i! iR `r 2IlirL toia �•� GMCIoase Flattlaw PraM*Ttte Mndtum ProMTile 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 in (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 rtiW•Ya i " (25.4. • mm) foam paddy onto theaiii&rlaymea just below • the second course line positioned foam paddy ' under the strengtheningnib fer flat tile, or under the pan portion of the tile, cjbSe.1t jo the:WSjl1.ock for • the second course tile to Wfistalled' Insure • •; • • • approximately 8-9 in (f i ;� 3 $.1 cm•2 j bt WhesivE* * • • contact with the underside. 4 1he tile. • . . . . . ...... (Instructions continued on newt page) • • • i " NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) NO "WOMP phasdc 591 a paddy order We (When.egaied) yOwtWeentnes) Batten: Dlaft(e+dertpe) man his 41n. sb* a:4 paddtlan i0pattle EweComse Weepbale 10hR ikL Eandosme DrIpedge High PtoAhTlle 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x %" (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 (71 cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm') - 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.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Piece enough adhesive to achieve 65 to 70 s%In. Steep pitch applications In contact with the pantile when required) 21 Turncovers upside down7PImadheslve In to 1 In. from outside edge oiFrerr InsnN the tne. iyrwre 2Ss%in.contact area.Underloyment''� Eave closurd (motor shown) Fascia Remove top portion of the an- - course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles m flush at eave Una. 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 We Aderside .... ...... of the pan tile. • • • • • • • ...... .. ...... 3. Turn covers upside down LVosing the undersic*e • of the tile. Apply a m irrirmxn 1" (26.4 rim) x 1 p" • • •; (254 mm) bead of adhesive directly on the inner.... edge of each side of the tbtr tile. jeam, • approximately 3/4" (lV rrirh) to 1" (25'4 mm) • • • • • from the outside edgaof Aatile, inwald, free of • � foam to allow for expansion. • • • • • • 4. Turn cover tile over after foam is dppHed and • place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 MIAMMMDE COUNTY Expiration Date: 05/10/22 • r Approval Date: 04/27/17 Page 11 of 11 e MIAMMUMM* 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 Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 ConV9L Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve tote right to havathi§ • product or material tested for quality assurance purposes. If this product or material fails to peWf rtn in the -accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediateilj &%ke, modif ,Oor • • • • e • suspend the use of such product or material within their jurisdiction. RER reserves the right Oto revoke this atceptanc:. • • •; if it is determined by Miami -Dade County Product Control Section that this product or mat&ial.fails to areal-16 ' ..... requirements of the applicable building code. 000000 0000 • 00000 This product is approved as described herein, and has been designed to comply with the Florida BuildinA .W ..... • including the High Velocity Hurricane Zone of the Florida Building Code. ; • •; • : . • DESCRIPTION: Polyglass Polystick Underlayments 0 000 0; 0, • 0; .. . .. . . . 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 renews and revises NOA No.15-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino. APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 ROOFING COMPONENT APPROVAL Category Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65' x 3'33/8" ASTM D 1970 A fine granular/sand top surface self -adhering, APP Manufacturing Or 65' x 3' polymer modified, fiberglass reinforced, bituminous Location #1 & #2 60 mils thick sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Polystick Dual Pro 6F x 3'33/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing merpbrarte. Desired as a • • • • Location #2 metal roofing and roof tile un&ilayblent.. •. • • Polystick Tile Pro 6F x 3'33/s" TAS 103 and A rubberized asphalt self-adly glass-frber/•polyest0 Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membc4ge. Designed jas a mewl• • • • Location #2 roofing and roof tile underlayrxa>il. :""' • • • • • Polystick TU Max Y1W�'p 65'8" x 3'3-3/8" TAS 103 and A rubberized asphalt self -ad � • h • • • of eat • • jinforceT • Y �L I� Manufacturing 60 mils thick ...... ASTM D 1970 waterproofing membrane. Desigred as a a ropf tile • • Location # 1 & #2 underlayment. • • • ....:. Polystick TU P 32'10" x 3'33/8'' TAS 103 and A rubberized asphalt waterp?bAfMgmembWe• glass-; • • • • Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced, with a granular sftee Location #2 designed for use as a tile roof underlayment. Polystick TU Plus 65' x 3'33/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Manufacturing roofing and roof tile underlayment. Location #1 & #2 Polystick MTS 65'8" x 3'33/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefrnic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick MTS Plus 65'8" x 3'33/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefrnic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32'10" x 3'3 %" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location #2 use in roof tile underlayment systems. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Trinity ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 & G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798 & D1970 10/19/11 P40390.08.12-2 ASTM D 1623 08/07/12 P37590.07.13-1 ASTM D6164 . • VNQ2/13 P45270.05.14 TAS 103, TAS I10 & ASTM Di623 * 15/12/14 "'•;• P46520.10.14 ASTM D1623 •• •�•1-0/43/14 '. P44360.10.14 ••••�• TAS 103 &TAS 1 lA.:.. ,��••� l,0/07/14 P43290.10.14 ASTM D 1970 & TAS 4199 14/17/14:0'0•: PLYG-SC 10130.06.16-3 TAS 103 & TAS 110... •d6/27/ l 6 ..... PLYG-10130.06.16-1 ASTM D1970 & TAS 1:0 % • 006/;7/16 • • • • .. .. .... ...... PRI Asphalt Technologies PUSA-035-02-01 TAS 103 • • 09/29/06 .' PUSA-055-02-02 TAS 103 :.,,j2/l0/07....:. PUSA-089-02-01 TAS 103/ASTM D4798 & GIV 07/06/09:.... .. . .. . . Momentum Technologies, Inc. JX201­17A TAS 103/ASTM D4798 & G155 01/01/08 RX14E8A TAS 103/ASTM D4798 & G155 11/09/09 DX23D8B TAS 103/ASTM D4798 & G155 02/18/10 DX23138A TAS 103/ASTM D4798 & G155 02/18/10 LABELING: 1. 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. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank .... .... System Type E(2): Anchor sheet mechanically fastened to deck, membrane adhered • • • • • Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. . *sees Fastening: ..... ...... Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at ammirxum 4': head Jap. (fbr • base sheet only) " • " ...... .... ..... Membrane: Elastoflex S6 G, hot asphalt applied • • • • • • • • • • • • • • Surfacing: See General Limitations Below. • Deck Type 1: Wood, non -insulated • Deck Description: Min. 19/32" plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Prg4gcrt Control Notice of Acceptance. : •. • '.... ` ... Y. • 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The'flaslting tape %bat be • • pressed in place and formed around the protrusion to ensure a tight fit. A second layel'UVolystick shlIl be • • • applied over the underlayment. • • • • .... GENERAL LIMITATIONS: • •; • •; • • • • • 00000 1. Fire classification is not part of this acceptance. ...... • 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Polystick MT$XJA may by •• • • used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, rciof til'eesystem� and quarr;.9 Y. slate roof assemblies. • Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflez S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Ex osure Limitations (Davs) MTS IR-Xe Elastoflez S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL 180 90 180 180 180 180 180 180 180 Hazelton, PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 MIAMHMDECOUNW Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 Rule 61 G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Polystick Elastoflex Polystick TU Plus, Polystick Polystick System (E3) Profile MTS S6 G TU P, Tile Pro, TU Max MTS Plus MTS Plus with Dual Pro 11V.Vlus Flat Tile Prohibited 4:12 6:12 6:12 5: j2 .•. •t5!r2 • without battens Profiled Prohibited 4:12 6:12 6:12 4:12, . * 6 7 Tile without battens .... • • •••• • The above slope limitations can be exceeded only by using battens in accordance with t�jApproved Tile Syst �N 000 Notice of Acceptance and applicable Florida Building Code requirements. When bat "Wt requt, 41key sh�l:. • • • be utilized during loading and installation of tiles. ...... . 10. Care should betaken during the loading procedure to keep foot traffic to a minimum and to avoid:dropping of • • •• • • tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for lodnjng procedure two tiles...: laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total•gf.6 ji4es —for • all underlayments except Polystick MTS which shall be loaded onto battens. . L-JI]LI, POLYSnCKTU Plus NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SA.CjFif APPL1'CHIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS°.; • • • 1. Polyglass does accept the direct application of Polystick underlayment membranes tq %decks •Ins4allers 48 cautioned to refer to applicable local building codes prior to direct deck installation td&lAire thAs acceptablep • • • . Please also refer to applicable Product Data Sheets of the corresponding products. • •: • • • • • 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge••seam as per Polyglass • • Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1 A" metal disk as ....:. required in Miami -Dade County or simplex type nail as otherwise allowable in othe4regfts, at;mimmum rate • .....• of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area paMrlhyar" on • the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of TV12" or greater. It is suggested that on pitch/slopes in excess of 6 '/a"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). •: • PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPE;tFJC7VPLICX7T1bNS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMA&NDATIONS. '.; • •; END OF THIS ACCEPTANCE •;;;;• ;•••:. ;,•..• .... .... ...... . . . . ...... NOA No.: 17-0614.22 WADECOUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 Ml® 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 �;g�lion to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiation (AHJ). • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade CountyPrgduct ControrSktion....:. (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the tt it to have this product or material tested for quality assurance purposes. If this product or material fails to petib?w in th$.w.*pted • 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 righttdrevoke thij aj'captance,* •: • if it is determined by Miami -Dade County Product Control Section that this product or materifails to meetthe • al requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida.8pildinglode including the High Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. 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 renews NOA No. 13-0723.05 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood 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, do 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 Saxony 900 Split Shake Saxony 900-Shake Trim Pieces Length = 17" Width = 13" thickness = 1-5/32" Length = 17" Width = 13" thickness = 1-9/32" Length = 17" Width = 13" thickness = 1-9/32" Length: varies Width: varies varying thickness . . .... 9009V .. Test ... Prodee• •. ....:. Specifications Desci'iMdfi 69* ...... • TAS 112 • Flat profile, interlocking, Yligtkl;fessurPeRtr;ded concrete roof tile with two. nag holes. Fos direct degk:.. • batten, mortar set or adhesive set applications 0 0 0 0:0 TAS 112 ...... • Flat profile, interlocking, ;iglr pjessur 0 extruded • ; • concrete roof tile with two nail.holes. �'Mtiirect deb • batten, mortar set or adhesive set applications. Top; • • • • ; surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush TAS 112 Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For direct deck, batten, mortar set or adhesive set applications. TAS-1 12 Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, ridges and rakes. NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 2 of 8 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL 2.2 EVIDENCE SUBMITTED: Test A¢encv Test Identifier Test Name/Revort Date The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing TAS 102 Feb. 1995 Engineering, Inc. (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing TAS 102 Fpb.1995 Engineering, Inc. (2 Quik-Drive Screws, Battens) •. '....' • • • • The Center for Applied 25-7214-1 Static Uplift Testing TAS 102• • Mamh, 4995 .' Engineering, Inc. (1 Qm -Drive Screw, Direct D0 ... .. ...... The Center for Applied 25-7214-5 Static Uplift Testing TAS I OT * March, 1995 Engineering, Inc. (1 Quik-Drive Screw, Battens • • ' The Center for Applied Project No. 307025 Wind Driven Rain ...... O c. 1994 . Engineering, Inc. Test #MDC-77 TAS 100 ..' ..' • • • • • • • • • • Redland Technologies 7161-03 Wind Tunnel Testing ; • • Dec. 1991 Appendix II & III TAS 108 (Nail -On) ; • • • • • • • • Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing '..' Aug..1994 ; • • • •; TAS 108 (Nail -On) •..'.' Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails Atlanta Testing & R1.894/R2.894/R3.894 Physical Properties Aug. 1994 Engineering, Inc. TAS 112 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 520111-4 TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584/25-7804b-8/25-7804-4 & 5 December 1996 25-7848-6 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers 09/01/16 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Evaluation Calculations Restoring Moments Due to Gravity 09/01/16 American Test Lab of RT0617.04-16 TAS 112 06/29/16 South Florida NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 3 of 8 4 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. . . .... ...... 4. INSTALLATION • • • • • • • •000000 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components sj;1*1 be inystalt qd in str6... compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 12A.. • : ..... • .... 4.2 Data For Attachment Calculations • • • • • • 0000 ...... • . . Table 1: Average Weight (W) and Dimensions (I x w ): •': •: Tile Profile Weight-W (lbf) Length-1(ft) • WI w (ft) • • ... Saxony 900 10.9 1.417 +0 • Slate, Shake & Split Shake Table 2: Aerodynamic Multipliers - (ft3) Tile )L (ft3) X (ft3) Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile Profile 2":12" 3":12" 4":12" 6":12" 6":12" 7":12" or greater Saxony 900 Slate, Shake & Split Shake Direct Deck Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.70 7.62 6.61 7.50 1 6.48 7.34 6.31 7.16 6.13 6.95 NOA No.: 16-0711.05 WMIMMADE COurrrr � Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 4 of 8 4. Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mechanically Fastened Systems Tile Profile Fastener Type Direct Deck (min 16/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 2-10d Ring Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 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. • • • • 8 • • • 2-10d Smooth or Screw Shank Nails (Eave Clip)""••0 31.9 031:9 • • 62.2 • • • Table 6: Attachment Resistance Expressed as a Moment Mf (f r-WO o• • • ...... .... ..: for Two Paddy Adhesive Set Systems •• •• •.•• Tile Tile Application fdivVrqum Attachment Profile Resistqppp. • • • •: Saxony 900 Slate, Shake & Split Shake Adhesive' ' • •' 31.3.0 3. • ; • • 1 See foam adhesive manufacturers component approval for installation requirements. 2 The Dow Chemical Company TileBond- one -component foam minimum weight per paddy 13.9 grams. 3. ICP Adhesives Polyset(& AH-160 two -component foam, minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset® AH-160 Two -component foam 118.94 40.45 3 Large paddy placement of 45 grams of PolysetS AH-160. 4 Medium paddy placement of 24 grams of Polyset(& AH-160. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Mortar Sets 43.96 5 Tile -rite Roof Tile Mortar APPROVED NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 5 of 8 4 ` ' 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 BORAL 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 build' �$ code in order to 00 properly evaluate the installation of this system. 60 • PROFILE DRAWINGS • ...... .. . .. NAIL HOLES G UNDERLOCK I SAXONY 900 - SLATE 5/32" (Slate) COVERLOCK NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 6 of 8 C ' ' A PROFILE DRAWINGS NAIL HOLES Note: Available Top Surface Finishes 6. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900 - SPLIT SHAKE ^� I -9/32" (Shake) . •.+ri' ...... NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 7 of 8 4 , X _) NAIL HOLES 0. PROFILE DRAWINGS SAXONY 900- SHAKE END OF THIS ACCEPTANCE NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 8 of 8