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RF-17-2438Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Permit NO. RF-10-17-2438 Permit Type: Roof Work Classification: Tile Permit Status: APPROVED issue Date: 10/12/2017 Expiration: 04/10/2018 Parcel Number Applicant 9300 BISCAYNE Boulevard Miami Shores, FL 33138- 1132060141640 Block: Lot: GABRIEL COSENTINO Owner Information Address Phone Cell GABRIEL COSENTINO 9300 BISCAYNE Boulevard MAIMI SHORES FL 33138- (305)962-1893 9300 BISCAYNE Boulevard MAIMI SHORES FL 33138- Contractor(s) Phone ALPERO GENERAL CONTRACTOR (786)357-7414 Cell Phone Valuation: $ 4,500.00 Total Sq Feet: 1000 Type of Work: Re Roof Additional Info: ROOFING IN NEW ADDITION Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $3.00 $3.75 $2.50 $1.00 $250.00 $9.00 $4.00 $273.25 Pay Date Pay Type Amt Paid Amt Due Invoice # RF-10-17-65326 10/12/2017 Credit Card $ 273.25 $ 0.00 Available 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 zoning. Futhermore, I authorize the above -named contractor to do the work stated. October 12, 2017 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date October 12, 2017 1 DEC DYNATECH ENGZNEERZNG CORP, W W W.DYNATECHENGINEERING.COM Miami, May 4, 2017 Mr. Luis Suarez STABLE ROCK CONSTRUCTION 3110 NW 4th Street Miami, FL 33125 Re: Addition @ 9300 Biscayne Boulevard Miami Shores, FL Dear Mr. Suarez: 2c.- 1`e-1 o.-i A./Ale/viercca Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on May 4, 2017 at the above referenced project. DEC was authorized to perform a compaction test only. The purpose of our test was to determine the degree of compaction of the tested layer of material only. In no way shall a compaction test replace a demucking inspection, soil bearing capacity determination, or a pad certification. A soil boring test must be performed by client if not yet done, prior to construction to verify subsoil conditions. Underlying soils below test levels must be verified to prevent future settlements. (DEC) was not authorized to perform supervision and certification of the building pad preparation. This is not a pad certification. Our reports must be provided to all involved parties for their approval. Our findings are relative to the date and areas of our site work and should not be relied upon to represent conditions on other areas or dates. Any subsequent site disturbances due to water erosion, rain, storm gutters discharging at footings, construction activities, excavations, overgrown, vegetation, traffic and other disturbances will void this test and the site must be re - compacted and re -tested prior to construction. Environmental analysis of the soil materials is not part of the scope of services. If environmental analysis of the soils is required, we can provide a proposal for performing an environmental analysis of the soil materials. No other analysis is implied or warranted. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Enclosed find copies of the compaction test results. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours, iSst_ Wissam aamani, P. E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 Certificate of Authorization No.: CA 5491 �rti!!S!E �`, ,Ntb col 1?2, • :i.e.:ye? No.39 x T 1 750 WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM EC DATE: CLIENT: D E C DYNATECH W W W.DYNATECHENGINEERING.COM MOISTURE -DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST May 4, 2017 STABLE ROCK CONSTRUCTION PROJECT: Addition @ ADDRESS: 9300 Biscayne Boulevard, Miami Shores, FL CONTRACTOR: Stable Rock Construction MATERIAL DESCRIPTION: White limerock SAMPLED BY: JA TESTED BY: JA TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb. Hammer and an 18" drop ASTM D-1557. % MOISTURE 4.4 6.1 8.3 11.7 Optimum Moisture DRY DENSITY 9.6 Percent 121.9 124.8 127.4 125.6 100% Maximum Dry Density 128.3 lbs./cu.ft. % Passing'/4" Sieve 76.4 Percent Sampled By: JA Tested By: JA Checked By: WN �o�,r�iPe�r spAD y• As a mutual protection to clients, the public and ourselves, all retorts No39 'are submitted as the confidential property of clients, and authorizion 130 128 126 124 122 120 cr for use, publication of statements, conclusions or extracts from rr eegardir i g E Cl s'Lr our reports is reserved pending our written approval. ° �ryq�rwy O/. %, PL Vg�,(�Or ,ce • 4 6 8 10 12 14 Respective) submi d, 4111.1111a//ssa Wissam Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Certificate of Authorization No.: CA 5491 D R Y D E N S I T Y 2 750 WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL INFOODYNATECHENGINEERING.COM DEC DYNATECH W W W.DYNATECHENGINEERING.COM DATE: CLIENT: FIELD DENSITY TEST OF COMPACTED SOILS May 4, 2017 STABLE ROCK CONSTRUCTION PROJECT: Addition (ai ADDRESS: 9300 Biscayne Boulevard, Miami Shores, FL CONTRACTOR: Stable Rock Construction Test No. 1 Location: Southeast corner of addition underslab Test No. 2 Location: Center of addition underslab Test No. 3 Location: Northwest corner of addition underslab Test No. Location: Test No. Location: Description of Material: White limerock TEST NO. 1 • 2 3 DEPTH 12" 12" 12" FIELD DENSITY 127.4 126.9 126.7 MOISTURE CONTENT % 8.3 8.5 7.9 MAX. DENSITY IN THE FIELD % 99.3 98.9 98.8 COMPACTION REQUIREMENTS % OF MAXIMUM 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 128.3 128.3 128.3 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS * Please note this is not a pad certification. A soil boring must be performed to determine subsoil conditions below the tested compaction layer prior to construction. Tested By: JA Checked By: WN Respectfully submitted, r WI Si S . MD 4 Wissam aamani, P.E. •� �` 4,, e f' 2 DYNATECH ENGINEERING CORP. '. Florida Reg. No. 39584 S 5'`'<= �06s Certificate of Authorization No.: CA 5491 4 *A density test determines the degree of compaction of the tested Dyer of material ?nly. In no fe4y shall a density test replace a soil bearing capacity determination. A soil boring test must be provided by client, prior to constr_uioh to veiif'y'subsbil concJit. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, 'a utl1ori tion for_,,,,p�ikbliCatt®fi of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. o `< �OF3\' .. ' ��� // I ,,,,,'• 3 750 WEST 84TH STREET, HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM _EC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ROOFING ❑ PLUMBING ❑ MECHANICAL 0 PUBLIC WORKS JOB ADDRESS: J2 o c-4)/dV& Jlr✓D City: Miami Shores Folio/Parcel#: Occupancy Type: Load: OWNER: Name (Fee Simple Titleholder): ' FBC 201q� Master Permit No. lecl6=-vS ❑ REVISION Sub Permit No. t'i -1 38 ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF CONTRACTOR ❑ CANCELLATION ❑ SHOP' DRAWINGS County: Miami Dade Zip: Is the Building Historically Designated: Yes NO Construction Type: Flood Zone: BFE: FFE: 1s.e1�L- cam/,Ji Address: f DO, City: i ( 6 h' -S State: FL Phone#: Tenant/Lessee Name: Phone#: Email: Zip: 33) 3, CONTRACTOR: Company.Name: 41/ cep &rU&,(-p-L Q 4 Address: S j8a 514% / `7"��[ r,. City: A/l/4iM. ( State: pt__ 11'3,i Qualifier Name: 411ge17c) P-EZ ieS Phone#: }, y,State Certification or Registration #: CG L /3,2 e/�S$ Certificate of Competency #: ,rt 4'DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Phone#: Zip: 33/ �6 Value of Work for this Permit: $ 47'4n. Square/Linear Footage of Work: %0OD Type of Work: 1,(1 Addition ❑ Alteration ❑ New Description of Work: -. OOFIfsI Q IN A/EINI it -op ITtorq ❑ Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ -2-5d C%J Scanning Fee $ , OZ.) Radon Fee $ 2 . Technology Fee $ '4, G) Training/Education Fee $ CCF$ CO/CC $ DBPR$ Notary$ P . ® Double Fee $ Structural Reviews $ ) Bond $41) TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City" — "" "" I State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement mush� posted at the job site for the first inspection which occurs s ven (7) days after the building permit is issued. In th;V��j� 'fj"�ch posted notice, the inspection will not be approv inspection fee will be charged. Signatur Signature glMira, VW OWNER or AGENT The foregoing instrument was acknowledged before me this `Ter day of ©c-6✓L. , 20 (7 , by 64*-cej £Sw , who is sonally know The foregoing instrument OR s acknowledged before me this day of 0 GM; it 20 ir' , by peil42Z r , who is personally known to me or who has produced as me or who has produced; f O 2D20 identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: Ar Sign: te.„1 Print: ..44'a Ve rriiit' Seal: Sign: Print: Seal: as *******************#************ *******:•**************************************************************** APPROVED BY Plans Examiner Structural Review Zoning Clerk ' -. (Revised02/24/2014) RECEIVED T 12 Z017 BY; INTERNATIONAL CODE COUNCIL ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. ffJ� p Section A (General Information) (f' Master Permit No. I Li 6 2,50c Process No. P - ~� . Contractor's Name M426/vv _�=, L £2 31 I ,10C - • • Job Address ❑ Low Slope ❑ Asphaltic Shingles New roof 13 kCci -y iu & LtWO 0 Repair Low Slope Roof Area (SF) ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR-RAS 150 ROOF TYPE 0 Maintenance ROOF SYSTEM INFORMATION • •• • • • • • • • •• • • •••• • •••• 1 1 1 1 1 1 1 • • 1• •••. • & Mortar/�a:sive SePPilt;S• • ❑ WoodSIiimgles/Shapes • • • • • • • • • • OF • • • • • ❑ Reroofing . • 0 Recovering •• • Steep Sloped Roof AREA (SSF) MOD Total (SF) tDO9 ••• • •• Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 4411/411711/11111.11111111WakerbriNer IIIIIIIIIIIIIrPSIAIMFAIIIIWAMIIIIIIWrt. —I cn z WNW Mak CC wE A AIMplio•S G !. _i w gi . -,,,••'- ,____ G 1- _efiap—__--- ___„ ._. �✓, 0+ , al ,_, . J 01 z,_ - �y ,/� ',_s., A. wa r Q n /- / , / -..- U C . / rn FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 kP ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form 1 Section D (Steep Sloped Roof System) 1 Roof System Manufacturer C.75)1)47-,./•1 1 Notice of Acceptance Number: /5- j}y/,.c, ( Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P1: ' 7g. to P1: — (A). `Z Rog/lope: "'} : 12 INTERNATIONAL CODE COUNCIL Deck Type: . . . .. . . 1 • •1 . .... . . 0008 w, PLywoo o Type Underlayment: Insulation: Fire Barrier: .... . . •.. • . 30 . STAR . . .. .. . .. • . . • .. . • . . • . . Mean Roof Height: IS1 . . . n/ik- .. . ... • .. Fastener Type & Spacing: Adhesive Type: i%,I gs ►JA4 . G9-'P Type Cap Sheet: Roof Covering: Type & Size Drip Edge: . 1.... 1 .• .1 • .1 .... . .... .1 . . .... . 1 1 1 1 1 1 3"24 2a e 'J V 1 1 1 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. 1 1 1 ROOFASSEMBL'IES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. 1 1 Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mt. If the M, values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. 1 1 1 1 1 I 1 1 1 1 1 Method 1 "Moment Based Tile Calculations Per RAS 127" (P1 ? rf /,TJS) - Mg: Mr1 F( Product Approval M, (P2 x�.� `/ JZ) - Mg: Mrz /7,R( Product Approval M, /(, • g (P3:// ,,axasg, lltsr- Mg: 5,(A M„ Ajd Product Approval M, 6,4 • •3 '• Method 2 "Simplified Tile Calculations Per Table Below" • Required Moment of Resistance (Mr) From Table Below Product Approval M 1 I Appeals. I For Uplift based tilesystems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or I equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. •..a • • •.•• • • • •••• • .' • • •.•• • • • • • • • • • • I. • •..• .• • • •• •c.••. • • • • • • • • .•, *Must be u Mr required Moment Resistance* • •• • Mean Roof Height • 5 • • • Roof Slope 15' 20' 25' 30' • • • • ••• •,40' 2:12 34.4 36.5 38.2 39.7 • • 42.2 • 3:12 32.2 34.4 36.0 37.4 •..••19.8 ., 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28A 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 1 Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1:_ x L,_ = _ x w: = ) - W: x cos O = F,1 Product Approval F' I (P2: x L _ = x w: = ) - W: x cos O = Frz Product Approval F' I (P3: x L = x w: = ) - W: x cos O _ = Fi3 __ Product Approval F' 1 1 1 1 1 1 1 1 1 I 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 pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site 1 Roof Slope e Job Site Aerodynamic Multiplier X Product Approval Restoring Moment due to Gravity M9 Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M9 Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. 15.40 INTERNATIONAL CODE COUNCIL FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. Miami Shores Viiiage 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:41 . BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES •.•• PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: % .hit,)) C Property Address: • • • • • • • • • . ••,. • •... • • • •.•. Datl�.. /°-7. _1, • • • S. •• • • •• • • • • • 1 • • • • • • . • •• • '2 oo RiscAy„e f.3L✓t y 1pM, sr 3 FL 331'4 Roofing Permit Number: Dear Building Official: . 64Arie / Cacertti✓1 o building because: XThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) • • • • • • • • • • • • • Signature ..• . .. certify that I am not required to retrofit the roof to wall connections of my 6/45e(E-LCesciu-riguip 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 / day of asA /? Notary Public, Sate of Florida at Large PP4t,, MEDELIN SUAREZ MY COMMISSION # GG2961 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44th Street Coral Springs, FL. 33065 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.mia midade.2ov/economv 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 l (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 ilc:ipg Code including the High Velocity Hurricane Zone of the Florida Building Code. : •'. it.• •.•• DESCRIPTION: ICP Adhesives Polyset® AH-160 • .... • .... • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logyQi y, andstatg,following . •• statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.. fit• • • .. • • . RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been.no chango.:.` 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 chMge 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 G 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. • MIAMI•DADE COUNTY APPROVED .. • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. 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 ICP Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product ICP Adhesives Polyset®AH-160 ICP Adhesives Foam Dispenser RTF1000 ICP Adhesives ProPack® 30 & 100 Dimensions N/A N/A N/A Test Specifications TAS 101 PRODUCTS MANUFACTURED BY OTHERS: • . Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment . . . S. • • S.S. • . •... •.. .... • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA Which lj attachment • • resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. •. • •.' •• , • • • •• • MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. • • • • • • • • • • ••. • Results • .•.. • •. .. MIAMI-DADE COUNTY APPROVED Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date 'Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA 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 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 'Trinity Engineering Celotex Corp. Testing Services 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 1.0/Q3f98 528454-9-1 "' •" • • • • • 528454-10-1 ' •520109-1 TAS 101 •• ,,, • i2,Q8i98 520109-2 • 520109-3• •• .. •• 520109-6 . . . ,. 520109-7 • 520191-1 TAS 101 : .'• . . 03/02/99.. ..• . 520109-2-1 . . . • • • • . • . ...... • • • LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 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. MIAMI.DADE COUNTY APPROVED 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 Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 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 al%r ICP Adhesives •• • Polyset® AH-160 has been dispensed. • `• • • • 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in acetxdnaee with the 'Placement Details' herein. - Each generic tile profile requires the specific placement ngtttl ein. •• •• .... • MIAMI-DADE COUNTY APPROVED • • •• •• a • • • •• • • • • • • •• • • • • • •• •'< • • • • •••••• • • .• • • • • ••• • • • NOA No.: 17-0322.03 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 Area Minimum Paddy Gram 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, Lowy High Profiles #3 Two Paddys: 8-9 sq. inches at head of tile 9-11 sq. inches at overlap 12 grams per paddy Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead 17 grams per bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 granis 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 the Miami- Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: 4P.POVEOl . .• • As required by the Building Official or applicable building code in order to properly evaluate & installation of this system. M1AMi•DADE COUNTY APPROVED • • . • • .... . . • . . • • • • . • .. .. . .. • • .▪ ' .. . ... . .. • . NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5of11 • • ADHESIVE PLACEMENT DETAIL # 1 (4461itifiiiutiedli • • MIAMFDADE COUNTY APPROVED Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioried as shown under the pan portion of the tile closest to the overlock of the tile being set. • 2. Continue in same manlier. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. • , • • . • , , • • • • • • • • • . . • • • • • • High Profile / Single Pan .... • • • • • • iiitiop•• 1. Starting at the eave cours,e,•apply a minimum 2" • (50.8 mm) x 10" (254 rfiffirrt :" (25:4 ix") foant • • • • paddy onto the underlaPnett posit -A -fed' as shown • under the pan portion orlfi;T losiFst to. the • • overlock of the tile beigg set. • • • • • • • •• • 2. Continue in same manner. Insure approZintately 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 • • ADHESIVE PLACEMENT DETAIL # 2 rmrequwedj MIAMI.DADE COUNTY APPROVED Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib 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 cm2) - 12 (77.4 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. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive coptact•with the underside of the tile. • • • • -• • s •. . goose a • • 2. At the second course, applyl Viihimum 2•*5.0.8mrtly • • • • x 7" (177.8 mm) x 1" (25.4•tninnoam padty onto underlayment positioned as:s:hkrn un4r4ke pan portion of the tile closest tp.ttic„ctveriockof the tile • • being set. • • • • • 011 •00' • Oil • 3. Continue in same manner.:Insure approznimitily 12W (77.4 cm2) - 14 (90.3 cm21 were inchtdhesive • contact with the underside clfthetile. • • •• : • S. (Instructions continued on next page) •I • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 • • MIAMI•DADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) 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 cm2) - 19 (122.6 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 8 of 11 .ADHESIVE PLACEMENT DETAIL # 3 . '. lOn the ' euvecourse only, �apply uminimum 2"(50.8 ono)zlO"(254onz) x 1" (25.4 mn)bmuoz on : to 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 ' ddge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure adhesive contact with the underside of the tile ��mmi ' -��~---'---' . � APPROVED :Mediummrakrhi ~ ` � 2 (101.0mn)z4" (101.0nim)s 1"(25.4 mn)foam, paddy onto the uhderlayment just below the second- 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 nobeinstalled. lneucc approximately 8-9 in 281.6-581 of adhesive contact cVutuctwith the underside nfthe tile. ` o*odnuedomnext page) °° ° ° ° - ° ° °° = ° ° ° ° ° ° °°,° ° 61, ° ° °° ° ° °° ° °° � ° ^° = ° ° 4� ° ° ° NOA` :17-03%%.0D Expiration, Date: 05/ 0/12 Approval Date: 04/%7/ 7 ADHESIVE PLACEMENT DETAIL ## 3 (CONTINUED) Igri.Prof12e"Tile, MIAMI•DADE COUNTY APPROVED Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (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.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Nike enough adheSivelO achieve 65 to 70 sq. in. In contact With the pari 2) Turn ceveis ujside doWn.Pleie adheilie hi to 1 In. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. In. contact area. Underlayrnent - „ Eaveiilosure (motar shown) • 'Fasda Board Steep Pitth apPI1CatiOnt when required) , Sheathing Remove iop portion of theeave course wiser tile. NMI to swims(' Cathie of pan tiles. Ensure eave end of pan and cover tiles are flush at *aye line.. Two Piece Barrel -High Profile Tile MIAMI-DADE COUNTY APPROVED Two Piece Barrel (Cap and Pan) Tile, 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 min) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cin2) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave • approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is irt146 and place onto pan tile cows r hsure a ulipi,inum of • • • 20 (129 cm2) - 25 (161.3.c„ip) squIre•ioch contact area on each si,d%U the cover tile to the pan tile. Continue in spleuien.pnner.atiggway • any cured exposed foamatthesive. Pointing of • • longitudinal edges of ttit:Mr tile:"are • • • • • considered optional. • • •• • . • • • • • • 5. When additional nailins is wquirect 7*(5118 • mm) x 4" (101.6 mm) hailtr&or thci tie wire • • system using galvanized, stainless steel, itIr copper wire and compatible nails may be used. • . • • . END OF THIS ACCEPTANCE . • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Santafe Tile Corporation 8825 NW 956 Street Medley, FL 33178 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 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Santafe Spanish `S' Clay Roof Tile • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logQ, city, state ancf i'ollowiiig • • : • . . 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 aned.rf ere has been Iio 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 raaisiri or chang2'in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an enct3i fitent of any product • • for sales, advertising or any other purposes shall automatically terminate this NOA. Failur :▪ to com▪ ply vj'itt th y . • 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. 12-0210.01 and consists of pages 1 through 5. The submitted documentation was reviewed by Gaspar J Rodriguez. MIAMI-DADE COUNTY APPROVED NOA No.: 15-0915.09 Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Sub -Category: Material: Deck Type: Roofing Roofing Tiles Clay Wood 1. SCOPE This approves a roofing system using Santa Fe "Santafe `S" Clay Roof Tile, as manufactured by Ladrillera, Santafe S.A. in Bogota, Colombia and distributed by Santafe Tile Corporation as described in Section 2 of 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 section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Santafe `S' Clay Roof Tile Trim Pieces Dimensions L= 18" W=11.1" Thickness = 0.39" I = varies w = varies varying thickness 2.1 MANUFACTURING LOCATION 1. Bogota, Colombia 2.2 SUBMITTED EVIDENCE Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies f Redland Technologies MIAMI•DADE COUNTY APPROVED Test Specifications TAS 112 Type I Grade 1 TAS 112 Product Description One piece high profile clay roof tile equipped with two nail holes. For nail -on, mortar set and adhesive set applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Identifier 94-156-8 94-156-9 25-7205-1 Project: 07-07-00-91 (307023) 7161-03 Appendix II 7161-03 Appendix III P 0402 P 0647-01 • • • • •. • • Test Name/11Cpdit •.•• TAS 104 TAS 102.•••• TAS101 • TAS 101 .•. .• • TAS 108 (Nail -On) Static Uplift Testing TAS 102 & TAS 102(A) Withdrawal Resistance Testing of Screw vs smooth shank nails TAS 108 (Mortar Set) • • • • • I •••t, • . • • • •Date' • • • Aug. 1994 • • •• • • • • March 199i.,:• • Sept. 199A• • • • : • ..•• • • •• Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 NOA No.: 15-0915.09 Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 2 of 5 2.2 SUBMITTED EVIDENCE Test Agency Test Identifier Test Name/Report Date Redland Technologies P 0631-01 PA 108 July. 1994 (Mortar Set) Celotex Corporation Testing Services 520305-01 thru 05 PA 102 June 1999 IBA Consultants, Inc. 2353-4 Restoring Moment Aug. 1999 PRI Asphalt Technologies, Inc. SFTC-003-02-01 TAS 101 12/06/02 IBA Consultants, Inc. 2353-70 TAS 101 09/22/03 IBA Consultants, Inc. 2353-71 TAS 101 09/22/03 IBA Consultants, Inc. 2353-93 ASTM C 1167 07/18/05 American Test Lab of South Florida RT0624.01-15 ASTM C1167-03 07/01/15 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 inprdance with TAS 106. • • •• •• .. • .... 3.3 Applicant•shall retain the services of a Miami -Dade County Certified LaboraW.tq,perfctr gorterlyWI: in accordance with TAS 112, appendix 'A'. Such testing shall be submitted ite:the Miami -Dade Ccaunty . Product Control Section for review. • • • • • • 3.4 Minimum underlayment shall be in compliance with the applicable Roofing AWIi'cations•Standards lis'tr8•. section 4.1 herein. •• ••• • •• • 3.5 30/90 hot mopped underlayment applications may be installed perpendicular tp.tk..rroof slope.unless stated• •• otherwise by the underlayment material manufacturers published literature. : • : . 3.6 This acceptance is for wood deck applications. Minimum deck requirements shirl•be inompriance•with • applicable building code. • • • • : • 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Santafe 'S' 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 MIAMI•DADE COUNTY APPROVED NOA No.: 15-0915.09 Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 3 of 5 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length -I (ft) Width-w (ft) Santafe 'S' 6.7 1.5 0.958 Table 2: Aerodynamic Multipliers— X(ft3) Tile X (ft3) X (ft3) Profile Batten Application ecrB$sl Santafe 'S' 0.274 0.297 ) Table 3: Restoring Moments due to Gravity - Mg (ft-lbf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Battens Direct Deck Battens Direct Deck Battens Direct Battens Direct Deck Battens Direct Deck Battens Direct Deck Santafe 'S' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.53 5.32 5.29 5.03 5.00 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-lbf) . . for Nail -On Systems • •• • • • • Tile Profile Fastener Type Direct Deck • � • S.5 ttens _. Santafe 'S' 2-10d Ring Shank Nails 21.8 •• N/A . One #8 Screw 29.161,2 • • • • • • N/A • Two #8 Screws 38.281 •• •... • N/A One #8 Screw w/ Clip 57.311,2 , . ; •, • O/A Two #8 Screws w/ Clip 57.601 •. •• •. 681.77' • Table 5: Attachment Resistance Expressed as a Moment Mr. (ft-1bf) • • • • ; • for Two Patty Adhesive Set Systems •• 7 Tile Profile Tile Application Minimum Attach ,I ent Resistance Santafe 'S' Tile Bond Polyfoam Polypro AH 160TM' 2 See manufactures component approval for installation requirement 4 gra. Flexible Product, Inc. Average weight per patty-11grams. Poly -foam Product, Inc. Average weigh per pasty 9-.4 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mt (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Santafe 'S' Polyfoam Polypro AH 160TM Polyfoam Polypro AH 160TM et 5 Paddy placement of 63 tams of Polypro AH 160TM 6, Paddy placement of 24 grams of Polypro AA t6O'�^". ` - • • • • 1. Approved screws as noted 'Product manufactured by others'. - . . • 2. When using one screw it must be installed in the inside hole located nearest to the hump of thetile. • • • • • • • • • • • • Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Santafe 'S' Mortar Set 23.6 , NOA No.: 15-0915.09 Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 4 of 5 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami -Dade County Product Control Approved". SANTA FE TM MADE IN COLOMBIA LABEL FOR SANTA FE SPANISH "S" CLAY ROOF 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. 18" 11.1" MIAMI•DADE COUNTY APPROVED PROFILE DRAWING • .. . .. . •••• When using age scrbw..' • use this hole••• "SANTAFI S" CLAY ROOF TILE END OF THIS ACCEPTANCE .... . . .... . . .... • .. . •. . • • .. . . . • • • .. . . • . . . • .. .• . ... . NOA No.: 15-0915.09 Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 5 of 5 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 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 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, ntodirfor • suspend the use of such product or material within their jurisdiction. RER reserves the right VI,feooke thi§? eptance, . •• if it is determined by Miami -Dade County Product Control Section that this product or tnatesialfatils to rfieetit • • requirements of the applicable building code. . ` This product is approved as described herein, and has been designed to comply with the Floritta•Building rc ee• • including the High Velocity Hurricane Zone of the Florida Building Code. • ••• •' • • • • • .. • •I•.. • DESCRIPTION: Polyglass Polystick Underlayments . • . • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logoecity state ald ollowing. 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.14-0717.08 and consists of pages 1 through 8. The submitted documentation was reviewed by Gaspar J Rodriguez. Ohl,. I. 0121 jakiLar...*"il I,SiER05'1431 NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 1 of 8 . . ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick IR-Xe Manufacturing Location #1 & #2 Polystick Dual Pro Manufacturing Location #2 Polystick Tile Pro Manufacturing 'Location #2 Polystick TU Max 'Manufacturing Location #1 & #2 Polystick TU P k: Manufacturing Location #2 ;Polystick TU Plus (Surface Printing) Manufacturing 'Location #1 & #2 ,Polystick MTS `Manufacturing Location #2 Polystick MTS Plus Manufacturing Location #2 Elastoflex S6 G Manufacturing Location #2 Dimensions 65' x 3'33/8" Or 65' x 3' 60 mils thick 61' x 3'33/8" 60 mils thick 61' x 3'33/8" 60 mils thick 65'8" x 3'3-3/8" 60 mils thick 32'10" x 3'33/8" 130 mils thick 65' x 3'3-3/8" 80 mils thick 65'8" x 3'3 3/8" 60 mils thick 65'8" x 3'33/8" 60 mils thick 32' 10" x 3'3 3/8" Test Specification ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 TAS 103 TAS 103 and ASTM D 6164 Product Description A fine granular/sand top surface self -adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt self -adhering, glass-ibedpolyester reinforced waterproofing meiAbend Desigpedx a metal • . • • roofing and roof tile underlaynerr•. • . • A rubberized asphalt self-adheril, polyeler reinforced• • • • waterproofing membrane. Desigmod as a 'IMF rile underlayment. •"• • • .. .. .. A rubberized asphalt waterpreeiirg membrane, glass- fiber/polyester reinforced, with a grnnular: s .rfa .e designed for use as'a tile rooeunderjayment. • . A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. • • • A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polyester reinforced, SBS modified bitumen membrane with a sanded back face and a granule top surface. For use in roof tile underlayment systems. NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 2 of 8 • MANUFACTURING PLANTS: 1. Haze1ton, PA 2. Winter Haven, FL Test Agency Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. EVIDENCE SUBMITTED Test Identifier P 10870.09.08-R1 P10870.04.09 P33360.06.10 P33370.03.11 P33370.04.11 P36900.09.11 P37300.10.11 P40390.08.12-2 P37590.07.13-1 P45270.05.14 P46520.10.14 P44360.10.14 P43290.10.14 PLYG-SC 10130.06.16-3 PLYG-10130.06.16-1 PUSA-035-02-01 PUSA-055-02-02 PUSA-089-02-01 JX20H7A RX14E8A DX23D8B DX23D8A Test Name/Report TAS 103 TAS 103/ASTM D4798 & G155 ASTM D1970 TAS 103 ASTM D 1623 TAS 103/ASTM D4798 & G155 TAS 110/ASTM D4798 & D1970 ASTM D 1623 ASTM D6164 TAS 103, TAS 110 & ASTM D1623 ASTM D1623 TAS 103 & TAS 1 W ASTM D 1970 & TAS'LLQ TAS 103 & TAS 110•••• ASTM D1970 & TAS•1.1'Ct • • TAS 103 TAS• 103 .... .... TAS 103/ASTM D4798 &'G155 . . . TAS 103/ASTM D4798 G155 TAS 103/ASTM D4798 &. i15t TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 Date 12/04/08 04/13/09 07/01/10 03/02/11 04/26/11 09/01/11 10/19/11 08/07/12 07/02/13 05/12/14 • 10/03/14. : • •1'0/07/ 14 ..11W17/14 • {• •06//7/16 06/27/16 • VI 29/06 • :••12/.10/07 ▪ 07/06/09 • • • ;•1'04/O1/08• •..11/09/09. 62;18/10 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. MIAMI.DADE COUNTY APPROVED 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.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Deck Description: System Type E(1): Anchor/Base Sheet: Fastening: Membrane: Surfacing: Deck Type 1: Deck Description: System Type E(2): Anchor/Base Sheet: Fastening: Membrane: Surfacing: Deck Type 1: Deck Description: System Type E(3): Anchor/Base Sheet: Fastening: Ply Sheet: r Membrane: Surfacing: Wood, non -insulated Min. 19/32" plywood or wood plank E. Anchor sheet mechanically fastened to deck, membrane adhered One or more plies of ASTM D 226 Type II or ASTM D 2626. 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) 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. See General Limitations Below. Wood,. non -insulated Min. 19/32" plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered One or more plies of ASTM D 226 Type II or ASTM D 2626. . . • • . .• Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 41: heal.iap. (for base sheet only) • • . Elastoflex S6 G, hot asphalt applied •' • • . • See General Limitations Below. .. •. Wood, non -insulated ' • ' .. • •. • • .. . . • • .• • . • . • Min. 19/32" plywood or wood plank• . • . Base sheet mechanically fastened to deck, subsequent cap membrane self- AdIered. One or more plies of ASTM D 226 Type II or ASTM D 2626. 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) Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Polystick TU Plus, self -adhered. See General Limitations Below. NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 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 remove 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-'/2" 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 lowpoint and work to the highpoint,rollingthe y, g 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 Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing talesh'all be pressed in 'place and formed around the protrusion to ensure a tight fit. A second laykj vf•Polystick hall be applied over the underlayment. • • • • , • GENERAL LIMITATIONS: • .... • • •• . .'• . • . . •• 1. Fire classification is not part of this acceptance. • . •• • • .:. • • 2. Polystick Dual Pro,Polystick Tile Pro,Polystick TU Plus,Polystick MTS and P • • • c MT§ PP maybe • • Y Y Y Y 4U'.s�ll � used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, rdof ele:systelais aril quarry • 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 ls'tems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. Deck requirements shall be in compliance with applicable building code. 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. Exposure Limitations (Days) MTS IR-Xe Elastoflex 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 NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 5 of 8 7. 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. 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 Profile Polystick MTS Elastoflex S6 G Polystick TU Plus; TU P, Tile Pro, Dual Pro Polystick TU Max Polystick MTS Plus Flat Tile Prohibited without battens 4:12 6:12 • 6:12 15:12 Profiled Tile Prohibited without battens 4:12 6:12 6:12 • • • • • :4:1a. • • • • The above slope limitations can be exceeded only by using battens in accordance with Ilia Xpprove$' ne System Notice of Acceptance and applicable Florida Building Code requirements. When batte, mre required, ;hey shall • • • • : be utilized during loading and installation of tiles. • • • • . • • • . 10. Care should be taken during the loading procedure to keep foot traffic to a minimum an8t8:avoid:dropting of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loikurocedure •two tiles • • laid perpendicular to slope followed by a maximum four tile stack parallel to the slop, fdr a total.of 6 /files — fpI..;. all underlayments except Polystick MTS which shall be loaded onto battens. • • •• "d 0. 0 Csi Roof Deck prepared;wlth POLiSTICK 1U'Plus 6 Rooting Tiles (6 Max Per Stack) 12 NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 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 SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. • • . Polyglass does accept the direct application of Polystick underlayment membranes to+wood decks; e1nsfallers a.... cautioned to refer to applicable local building codes prior to direct deck installation to ttisufe thisis ieeiptable. • • Please also refer to applicable Product Data Sheets of the corresponding products. • • • • • ••••▪ •. • • • . All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edg aam as per Paliyglass • Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum•1•4' met l ct sl•C as required in Miami -Dade County or simplex type nail as otherwise allowable in other tCgit , at a mipittpum rate • • • • of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" oif • the face of membrane, with the above stated nails and/or disks. The head lap membrape is tQ coved,therea 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.cioes 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 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 '/4"/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.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 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 practice's and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. • • END OF THIS ACCEPTANCE • • • • •• .• • • • • •••• • •'• • • • • • . • •• •• • •• .. • •c•• • • •. • •••• • • . • • • • • • • • • • • • • • • • • • • • • •• • • • • ••• • • • • • NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 8 of 8